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Home My WebLink AboutAgenda Packet City Council - 12/06/2023 Lw,A.,5r.,f,�r Citi/ of Cornus Christi 1201 Leopard Street 1 F' Corpus Christi,TX 78401 _ x w cctexas.com \ Meeting Agenda - Final City Council Wednesday, December 6,2023 12:00 PM American Bank Center, 1901 N Shoreline Blvd, 2nd Floor Henry Garrett Room Joint Workshop of the City Council and Planning Commission Public Notice: ITEMS ON THIS AGENDA ARE FOR INFORMATIONAL PURPOSES ONLY. NO ACTION WILL BE TAKEN AND NO PUBLIC COMMENT WILL BE SOLICITED. A. Mayor Paulette Guajardo to call the meeting to order. B. City Secretary Rebecca L. Huerta to call the roll of the required Charter Officers. C. Introductions and Discussion Guidelines D. BRIEFINGS: Briefing information will be provided to the City Council during the Council meeting. Briefings are for Council information only. No action will be taken and no public comment will be solicited. The City Manager or City Council Liaison for any city board, commission, committee or corporation(including Type A or B Corporation) may report on the action(s) or discussion(s) of any such body's public meeting that occurred within one month prior to this City Council meeting. 1. 23-1969 Land Use, Master Plans, and Capital Improvement Program (CIP) projects for Roadways and Storm Water. sponsors: Development Services E. ADJOURNMENT City of Corpus Christi Page 1 Printed on 12/4/2023 SC ` U iy,ogPORpgq AGENDA MEMORANDUM 1852 City Council/Planning Commission Joint Workshop December 6, 2023 DATE: December 1, 2023 TO: Peter Zanoni, City Manager FROM: Al Raymond, Director of Development Services alraymond@cctexas.com 361-826-3575 Land Use, Master Plans, and Capital Improvement Program (CIP Projects) STAFF PRESENTER(S): Name Title/Position Department 1. Al Raymond III Director DSD 2. Michael Dice Assistant Director DSD OUTSIDE PRESENTER(S): Name Title/Position Agency Name 1. Jake Powell Associate Vice President Pape-Dawson Engineers 2. Justin Clark Associate Vice President Pape-Dawson Engineers BACKGROUND: This meeting will be a review of the Future Land Use Assumptions (how was the information derived, what data sets were utilized, etc.); the comprehensive Master Plans (developed to move the City from 2023 to 2033); and the resulting Capital Improvement Program (the CIP's necessary to grow the City over the next 10 years). LIST OF SUPPORTING DOCUMENTS: CC Master Plan-Roadway CC Master Plan-Stormwater ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas �. September 2023 i 1 f��srrr�yr l,�j 1111�Ssi jf ' , r r ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas September 2023 ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas September 2023 Texas Engineering Firm#470 Texas Surveying Firm#10018800 PAPE-DAWSON r0i ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas A61ILL Ur LUN i tiv EXECUTIVE SUMMARY........................................................................................................................................1 INTRODUCTION...................................................................................................................................................3 Roadway Master Plan and Capital Improvements Plan Elements...........................................................3 METHODOLOGY..................................................................................................................................................4 ROADWAY SERVICE AREAS.................................................................................................................................5 EXISTING CONDITIONS ANALYSIS.......................................................................................................................7 ExistingVolumes.........................................................................................................................................8 Vehicle-Miles of Existing Capacity(Supply)...............................................................................................8 Vehicles-Miles of Existing Demand............................................................................................................8 Vehicles-Miles of Existing Excess Capacity and Deficiencies....................................................................9 GROWTH PROJECTIONS....................................................................................................................................11 Projected Vehicle Miles of New Demand................................................................................................14 CAPITAL IMPROVEMENT PLAN ........................................................................................................................15 EligibleProjects.........................................................................................................................................15 EligibleCosts..............................................................................................................................................15 ImpactFee CIP ..........................................................................................................................................17 CONCLUSIONS AND RECOMMENDATIONS.....................................................................................................29 LIST OF FIGURES Figure 1. Roadway Master Plan and Capital Improvements Plan Service Area Map......................................6 Figure 2.Typical Roadway Cross-Sections.......................................................................................................10 Figure 3. Overall Roadway Master Plan and CIP Projects...............................................................................20 LIST OF TABLES Table 1. Roadway Facility Vehicle-Mile Lane Capacities...................................................................................7 Table 2. Peak-Hour Vehicle-Miles of Capacity, Demand and Deficiencies.......................................................9 Table 3. 10 Year Growth Projections-Households.........................................................................................12 Table 4. 10 Year Growth Projections-Employees..........................................................................................12 Table 5. Residential and Non-Residential 10 Year Growth Projections(2021-2031)....................................13 Ilpape-dawson.com Isat pol 1231831001 TraKicl TraKicl WordlRoadway CIP Report1230919a 1.docxT 0C-I PAPE-DA WS O N rai ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas Table 6. Projection 10-Year Growth Projections by Service Area...................................................................14 Table 7.Vehicle-Miles of Demand and Capacity Added.................................................................................18 Table 8. Net Capacity Added and Projected 10-Year Growth.........................................................................19 Table 9. Capital Improvements Plan Project Listing by Service Area..............................................................21 'FNDICES Appendix A—Existing Roadway Inventory Appendix B—10 Year Projected Growth Appendix C—CIP Project List by Service Area Appendix D—Service Area Exhibits Appendix E—Opinion of Probable Costs by Project Ilpape-dawsonxom Isat pol 1231831001 TraKicl TraKicl WordlRoadway CIP Report1230919a 1.docxT OC-2 PAPE-DA WS O N ��ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas L,%L%.v v L a,w,v v�i�i'\i Pape-Dawson Engineers, Inc. was retained to prepare a Roadway Master Plan and Capital Improvements Plan (CIP) in support of the roadway impact fee program. Impact Fees are a mechanism for funding the public infrastructure necessitated by new development. Since 1987 Texas, the legislature has allowed their use for water, wastewater, roadway and drainage facilities. This study is the first study the City of Corpus Christi has developed for the roadway impact fee program to support new infrastructure for new growth. Impact Fees are meant to receive the costs of the impact of each new development which creates infrastructure needs. For Roadway impact fees,the infrastructure needs are additional capacity of arterial and collector roadways and intersections that serve the overall transportation system.The purpose of the Roadway Master Plan and CIP is to identify projects which are needed to serve the projected future development and establish a cost of the improvements. These projects are identified for the projected 10-year growth by service areas no larger than 6 miles is size. Then a separate Impact Fee Study could be performed to determine the cost for each development unit to fund these improvements in accordance with Chapter 395 of the Texas Local Government Code. This report details how the service areas, land use assumptions, projected growth,and projects to support the 10 years of growth were developed.The service areas for Roadway Master Plan were developed using the city's ten (10)Area Development Plans (ADP) boundaries,which are existing adopted plans which are focused on community-sized areas of common characteristics and needs.The ADP areas were then broken down into 21 service areas within the City of Corpus City Boundaries in no more than 6mile areas per the Chapter 395 requirements. It should be noted that the service areas for the roadway master plan are different from the water, wastewater and stormwater master plans since the roadway master plan can only apply impact fees for roadways within the City of Corpus boundaries. The land uses and projected growth in each ADP area and subsequent roadway master plan service area were determined based on the city land use plan, census data, Corpus MPO projected growth and historical platting information provided by the City. From this data projected growth rates were determined for each ADP area and then applied to each associated service area based on the geographic Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 1 pq pE-DAWSON Fai ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas location. The total projected vehicle miles of demand from new vehicle trips are 135,966 vehicle miles over the next ten years. The capacity, demand, and existing deficiencies for each major arterial and collector roadway identified were determined by service area.The total amount of existing deficiencies for all service areas combined was 26,137 vehicle miles. Then a Capital Improvements program was developed to build out the overall roadway network which would add an additional 278,496 vehicle miles of capacity to the network. Then a calculation was performed to determine that approximately 49%of the projects are needed to support the projected 10-year growth. An estimated planning level opinion of probably costs was then projected for each project recommended in the CIP. The total project cost in the CIP is estimated at $1.5 Billion Dollars. The following sections provide a summary of the detail process in the development of the roadway master plan and associated capital improvements plan. Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 2 pq pE-DAWSON ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas I 1L I i)~v W .I I W I'v Pape-Dawson Engineers, Inc. was retained to prepare a Roadway Master Plan and Capital Improvements Plan for the City of Corpus Christi.Chapter 395 of the Texas Local Government Code prescribes the process by which cities in Texas must formulate development impact fees. The Legislative mandate requires that a Capital Improvements Plan (CIP) be prepared that addresses long-term growth and that such plan be approved by the governing body prior to a public hearing for the consideration of imposing an impact fee. This report details the development of the impact fee CIP. As a funding mechanism for roadway improvements, impact fees allow cities to recover the costs associated with new facilities or expansions in order to serve future development. Legislatively, roadway impact fees may consider arterial and collector status roads on the City's official Transportation Plan. Requirements mandate that impact fees be based on a specific list of improvements identified in the Capital Improvement Plan program and only the cost attributed (and necessitated) by new growth over a ten-year period may be considered. As projects identified in the CIP are completed, planned costs are updated with actual costs to more accurately reflect the capital expenditure of the program.Additionally, new capital improvement projects may be added to the program. Roadway Master Plan and Capital Improvements Plan Elements This report contains the follow components: • Methodology — Explanation of the general methodology used to prepare the capital improvements plan. • Service Area Structure - Explanation and division of the city into impact fee service areas for roadway facilities. • Existing Conditions Analysis - Analysis of the existing roadway system; its carrying capacity, current utilization, and deficiencies. • Growth Projections - Development of growth projections to occur over the ten-year planning period by service area. • Capital Improvements Plans- Description and list of the capital improvements plan and costing. Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 3 pq pE-DAWSON Fai ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas The Roadway Master Plan and Capital Improvements Plan (CIP) is predicated on community growth forecasted over a ten-year planning period. The Land Use Assumptions (LUA) Report, prepared as part of this study process,serves as the basis for the determination of"growth attributable to new development". The LUA examines growth in terms of population and employment and are based on recent trends the city has experienced since the early 2000s and reflect the changing dynamics of residential and non- residential growth in the city along with the information assessed from the Corpus Christi MPO study which had a projected population and employment. Information contained in the report is based upon analysis of data from the U.S. Census, regional and local growth trends, housing permits and known/anticipated development from recent city approvals, and City MPO data. These land use assumptions serve as a key component from which impact fees are calculated. For the formulation of the capital improvements plan, a series of work tasks were undertaken and are described below. 1. Meetings were held with City Staff to discuss impact fee methodology, project criteria and eligibility, and cost eligibility for consideration in the study. 2. Roadway service areas were developed to ensure conformity with legislative mandate, as well as amended to allow for city annexations. 3. Vehicle-miles of travel (VMT) in the PM peak hour was identified as the service unit of measure for analyses and impact fee calculations. 4. A roadway inventory was conducted to document lane geometrics, roadway functional classification, and system capacity. Traffic volume count data were obtained from the city of Corpus Christi Urban Counts data 2016, and the TxDOT Traffic Count Database System in 2019 to determine roadway utilization, and if any capacity deficiencies exist within each service area. 5. Projected 10-year growth was calculated for service areas based on land use assumptions(projections of population and employment growth) and translated into residential, office, commercial and industrial VMT using service unit equivalencies. Trip rate data was obtained from Trip Generation, Tenth Edition by the Institute of Transportation Engineers, and trip length statistics for Corpus Christi were obtained from the National Household Travel Survey data. 6. A capital improvements plan to address projected growth was developed and separated by service area. Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReport1230919a1.docx 4 pq pE-DAWSON ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas KUHUVVA* JtKVILL AKLAb To develop the service areas the City of Corpus Area Development (ADP) plan boundaries were utilized which includes a community sized area of common characteristics and needs. The City current has 10 adopted service area plans both within the City Boundaries and Extra Territorial Jurisdiction (ETJ). Service areas are required by State Law to define an area to be served by capital improvements plan and potential roadway impact fee. Legislative requirements stipulate that roadway service areas be limited to a six-mile maximum and must be located within the current city limits. Therefore, the ADP areas were broken up into smaller service areas to meet this requirement. The result is that, for roadways, new development can only be assessed an impact fee based on the cost of necessary capital improvements within that service area and within city limits. Since the City Boundaries were continuous being updated throughout the master plan development due to voluntary annexations within the London area the City boundaries as of January 2023 were utilized in the study and service area boundaries. It is anticipated in the future when the study is updated per State Law that the service area boundaries could be updated to reflect the new city limits at that time. The service area structure consisting of twenty-one(21)zones was developed for the City of Corpus Christi and correlates with the current corporate boundaries (as of January 2023), as shown in Figure 1. Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx rJ pq pE-DAWSON raj ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas Figure 1. Roadway Master Plan and Capital Improvements Plan Service Area Map IY pv M ! I� PAPP yl/aW ON SERVICE AREAS pd4rNUfN 14r1Y Ir11Y�1lIfY I'Yfl Yp%A11 i.� 4' Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 6 PAPE-DAWSON raj ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas V/\IJIIILV 4VILVIIIV ILJ /'11 L/'1V�JIJ An inventory of major roadways that are designated as arterial and/or collector facilities on the City of Corpus Urban Transportation Plan was conducted to determine: 1) capacity provided by the existing roadway system, 2) the demand currently placed on the system, and 3) the potential existence of deficiencies on the system. Any deficiencies found to occur will be carried over in the impact fee calculations (netting out capacity made available by the CIP). Data for the inventory was obtained from the Master Thoroughfare Plan, traffic volume count data. The roadways were divided into segments based on changes on the transportation plan roadway intersections, city limits or roadway service areas that may influence roadway characteristics. For the assessment of individual segments, lane capacities were assigned to each segment based on roadway functional class defined by the Urban Transportation Plan and Infrastructure Design Manual and type of existing cross-section, as listed in Table 1. It should be noted that the City's Infrastructure Design Manual (IDM) was updated and finalized in December 2022. As part the updated the street classifications and allowable average daily traffic (ADT) volumes were revised to allow additional vehicles on each roadway type. This change was made based on a review of other similar cities in Texas. The roadway capacities utilized in this study reflect the updated ADT presented in the IDM. Roadway hourly volume capacities are based on general carrying capacity values and reflect level-of-service (LOS) "D" operation based upon generally accepted capacities as defined in Highway Capacity Manual references, which has been identified as the minimum acceptable traffic operational condition by the city. Table 1. Roadway Facility Vehicle-Mile Lane Capacities Roadway Facility Designation Daily Roadway Hourly Vehicle-mile Capacity per Volumes(ADT) Lane Mile of Roadway Facility Minor Residential Collector C1 4,000-8,000 360 Secondary Collector C2 8,000-10,000 300 Primary Collector C3 10,000-14,000 315 Parkway Collector P1 4,000-8,000 360 Minor Arterial Undivided Al 15,000-24,000 540 Secondary Arterial Divided A2 20,000-32,000 720 Primary Arterial - Divided A3 30,000-48,000 720 Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 7 pq pE-DAWSON Fai ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas Roadway Facility Designation Daily Roadway Hourly Vehicle-mile Capacity per Volumes(ADT) Lane Mile of Roadway Facility Minor Rural Arterial (RAI) RAI 10,000-15,000 675 Secondary Rural (RA2) RA2 15,000-25,000 563 Primary Rural Arterial (RA3) RA3 25,000-35,000 788 Existing Volumes Existing directional peak hour volumes were obtained from the Corpus Christi Urban Counts (2016) and the TxDOT TCDS data (2019 & 2020), which were then grown using the growth rate for the year 2021 For segments not counted, existing volumes were used or estimates were developed based on data from adjoining roadway counts. This data was compiled for roadway each segment throughout the city and entered into the database for use in calculations. A summary of volumes by roadway segment is included in Appendix A as part of the existing inventory data. Vehicle-Miles of Existing Capacity (Supply) An analysis of the total capacity for each service area was performed. The capacities were determined based on the updated IDM capacities and peak hour capacity shown in Table 1. For each roadway segment, the existing vehicle-miles of capacity supplied were calculated using the following: Vehicle-Miles of Capacity=Link capacity per hour per lane x No. of Lanes x Length of segment(miles)x Percentage of the segment in service area A summary of the current capacity available on the roadway system by service area is detailed below. Vehicles-Miles of Existing Demand The level of current usage in terms of vehicle-miles was calculated for each arterial and collector roadway segment. The vehicle- miles of existing demand were calculated by the following equation: Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 8 pq pE-DAWSON Fai ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas Vehicle-Miles of Demand = PM peak hour volume x Length of segment (miles) x Percentage of the segment in service area The total vehicle-miles of demand by service area are included in Table 2 and the detailed calculations by street segment are included in Appendix A. Vehicles-Miles of Existing Excess Capacity and Deficiencies For each roadway segment, the existing vehicle-miles of excess capacity and/or deficiencies were calculated and are listed in Table 2. Each segment was evaluated to determine if vehicle demands exceeded the available roadway capacity. If demand exceeded capacity in segments, the deficiency is deducted from the supply associated with the capital improvement plan.A summary of peak hour excess capacity and deficiencies is also shown in the table. Any deficiencies identified under current operations will be carried over to the impact fee calculation. A detailed listing of existing excess capacity and deficiencies by roadway segment is also located in Appendix A. Table 2. Peak-Hour Vehicle-Miles of Capacity, Demand and Deficiencies Service Area Capacity Demand Excess Existing Capacity Deficiencies 1 Northwest 1 11,376 12,759 (1,384) 4,277 2 Northwest 2 18,586 8,511 8,382 100 3 Northwest 3 17,014 6,238 9,905 228 4 CC Airport 1 25,214 3,726 21,488 - 5 CC Airport 2 3,679 912 2,768 35 6 Westside 1 62,026 24,057 35,948 25 7 Westside 2 12,080 3,212 7,034 - 8 Downtown 33,818 8,692 25,126 84 9 Bayside 1 74,696 52,443 22,253 2,690 10 Bayside 2 33,732 22,723 11,009 1,924 11 Southside 1 31,631 18,021 9,309 376 12 Southside 2 55,036 38,010 17,026 4,829 13 Southside 4 23,555 11,382 12,173 849 14 Southside 3 16,469 17,263 (794) 5,211 Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 9 pq pE-DAWSON raj ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas Service Area Capacity Demand Excess Existing Capacity Deficiencies 15 London Area 4,354 1,353 792 - 16 Flour Bluff 1 8,299 9,720 (2,247) 3,265 17 Flour Bluff 2 8,691 7,329 394 2,046 18 Padre Island 1 5,359 3,314 2,045 - 19 Padre Island 2 6,765 4,373 2,392 - 20 Padre Island 3 5,253 4,076 1,178 83 21 Padre Island 4 17,520 6,808 10,712 115 Total 475,153 264,922 195,509 26,137 The roadway typical sections which match each roadway designation included in the infrastructure design manual and referenced in the master plan tables are shown in Figure 2. Figure 2.Typical Roadway Cross-Sections (C1) COLLECTOR C2 SECONDARY COLLECTOR !A VA� -�IIIII�..�■rr�� .. C3 PRIMARY COLLECTOR P1 F"ARKWAY COLLECT R Odom - Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 10 PAPE-DAWSON raj ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas Al MINOR ARTERIAL UNDIVIDED A2 �LLONDARY ARTERIAL DIVIDED A3 PRWARY AgTERIAL D'VIDE`3 Al MINDR ARTERIAL UNDIVIDEIa A2 SECONDARY ARTERIAL DIVIDED I.X. I A3 PRIMAIRY ARTERIAL DIVIDED Note:Cross section figures are representative for each street classification.There may be other allowable options within the required pavement for each street.Please refer to the latest Infrastructure Design Manual(IDM)for the requirements of each street. GROWTH PROJECTIONS The projected growth for the roadway service area is represented by the increase in the number of new vehicle-miles of demand generated over the 10-year planning period.The basis for the calculation of new demand is the population and employment projections that were prepared as part of the City of Corpus Christi Land Use Assumptions (LUA) Memo dated July 13, 2023, by Pape Dawson Engineers with a growth rates approved by the Corpus Christi CIAC Committee on July 20, 2023. Estimates of population by households and employment were prepared for the years 2021 and 2031 utilizing Corpus MPO model, Historical Growth, and building permit and platting information from the City. Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReport1230919a1.docx 11 pq pE-DAWSON Fai ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas Population data was provided in terms of the number of dwelling units. Employment data was broken into three classes that include basic, retail, and service, comprising a variety of employment groupings and are presented in thousand square foot area of building space using estimates of square footage per employee. Basic employment generally encompasses the industrial and manufacturing uses; retail employment includes commercial and retail uses; and service employment generally encompasses government and office uses. A summary of the projected growth is summarized below in Table 3 and 4. Table 3.10 Year Growth Projections-Households ADP 2021 Households 2031 Households 2031 Less 2021 Annual Growth in households CC Airport 1,582 2,228 646 3.5% Downtown 3,794 4,919 1,124 2.6% Flour Bluff 8,006 8,573 567 0.7% Bayside 31,508 32,478 970 0.3% Northwest 12,152 15,194 3,042 2.3% Padre/Mustang Island 5,987 7,295 1,307 2.0% Southside 41,601 47,130 5,529 1.3% Westside 18,533 19,978 1,445 0.8% London 1,100 6,913 2,073 6.5% Calallen 1,310 2,201 891 5.3% Tota 1 125,573 146,909 17,594 1.3% Table 4. 10 Year Growth Projections-Employees ADP 2021 Households 2031 Households 2031 Less 2021 Annual Growth in households CC Airport 8,927 10,755 1,828 1.9% Downtown 17,328 17,450 122 0.1% Flour Bluff 11,725 12,077 352 0.3% Bayside 25,887 26,342 455 0.2% Northwest 11,536 13,307 1,771 1.4% Padre/Mustang Island 2,666 3,431 765 2.6% Southside 26,898 30,226 3,328 1.2% Westside 31,253 33,767 2,514 0.8% London 423 732 309 5.6% Calallen 3,502 4,093 591 1.6% Tota 1 142,214 155,164 12,950 0.9% Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 12 PAPE-DAWSON Pi ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas The land use data was further broken down by service areas based on single family and other residential categories and the non-residential land uses including basic, service, and retail type land use to estimate the peak hour trips.Table 5 shows the projected 10-years of development by service area for each of the five land use categories. For Service areas 4 and 5, CC Airport 1 and CC Airport 2,the single family homes projected was reduced to zero over the next ten years based on feedback from the Capital improvements Advisory Committee and City Staff due to the Corpus Christi Airport Overlay District which limits the amount of new homes that could be constructed near the airport hazard areas. Table 5.Residential and Non-Residential 10 Year Growth Projections(2021-2031) Residential Non-Residential Single-Family Multi- Basic Service Retail Service Area (DU) Family (sqft) (sqft) (sqft) (DU) 1 Northwest 1 844 82 105,000 80,000 73,000 2 Northwest 2 1,111 107 14,000 120,000 81,500 3 Northwest 3 1,291 125 158,000 163,000 81,000 4 CC Airport 1 0 42 554,000 174,000 25,000 5 CC Airport 2 0 29 257,000 102,500 10,000 6 Westside 1 481 86 450,000 213,000 110,000 7 Westside 2 1969 353 125,000 175,000 213,000 8 Downtown 850 1,149 11,000 333,000 57,000 9 Bayside 1 51 10 19,000 89,000 80,000 10 Bayside 2 1,750 326 - - 162,000 11 Southside 1 461 129 90,000 190,000 153,000 12 Southside 2 473 129 21,000 310,000 358,000 13 Southside 4 1855 517 44,500 79,500 98,800 14 Southside 3 2398 669 21,000 222,000 136,000 15 London Area 1250 1450 - 12,000 15,000 16 Flour Bluff 1 256 47 34,000 29,000 256,000 17 Flour Bluff 2 226 41 4,000 - 3,400 18 Padre Island 1 189 47 2,000 16,000 1,000 19 Padre Island 2 - - 2,000 16,000 1,000 20 Padre Island 3 62 15 2,000 16,000 27,000 21 Padre Island 4 939 232 10,500 108,000 96,000 Total 16,456 5,585 1,924,000 2,448,000 2,037,700 Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 13 1 PAPE-DAWSO Pi ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas Projected Vehicle Miles of New Demand Projected vehicle-miles of demand were calculated based on the net growth expected to occur over the 10-year planning period, and on the associated service unit generation for each of the population and employment data components (basic, service and retail). Separate calculations were performed for each land use and were then aggregated for each service area. Vehicle-miles of demand for population growth were based on dwelling units (residential). Vehicle-miles of demand for employment were based on the square footage of building space using estimates of square footage per employee for industrial, office, and retail uses. Trip estimates were made used Institute of Transportation Engineers Trip Generation Manual 101h edition which is considered and industry standard for estimating trips. The 10-year projected vehicle-miles of demand by service area are summarized in Table 6. Appendix B details the projected demand calculations for each service area. Table 6.Projection 10-Year Growth Projections by Service Area Service Area Service Area Name Projected 10-Year Growth (Vehicle-Miles) 1 Northwest 1 5,388 2 Northwest 2 6,628 3 Northwest 3 8,230 4 CC Airport 1 2,850 5 CC Airport 2 1,414 6 Westside 1 5,519 7 Westside 2 12,685 8 Downtown 8,270 9 Bayside 1 1,070 10 Bayside 2 10,197 11 Southside 1 4,352 12 Southside 2 21,798 13 Southside 4 11,268 14 Southside 3 14,899 15 London Area 9,487 16 Flour Bluff 1 2,886 17 Flour Bluff 2 1,238 18 Padre Island 1 1,107 19 Padre Island 2 71 20 Padre Island 3 540 21 Padre Island 4 6,069 Tota 1 135,966 Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 14 PAPE-DAWSON Pi ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas c.Hri iAL uv II r*UVLMOM i rLAu`m The Capital Improvement Plan (CIP) is aimed at facilitating long-term growth in Corpus Christi. The City has identified the City- funded transportation projects needed to accommodate the projected growth within the City.The CIP for the Roadway Master Plan is made up of: • Recently completed projects with excess capacity available to serve new growth; • Projects currently under construction; and • Remaining projects needed to complete the City's Master Thoroughfare Plan. All arterial and collector facilities in the currently adopted City's Urban Transportation Plan to the ultimate build-out were included in the CIP to provide flexibility in the development of the community due to current rates of development. A separate report on the development of the Roadway impact fee CIP, the final report will detail project cost per service unit, the cost attributable to new development, and service area cost per service unit. Eligible Projects Legislative mandate stipulates that the impact fee CIP contain only those roadways which are included on the City's official Master Thoroughfare Plan that are classified as arterial or collector status facilities. Impact fee legislation also allows for the recoupment of costs for previously constructed facilities and projects currently under construction; however, after consideration, none of the projects were included for recoupment. All these projects conform to the Master Thoroughfare Plan requirements and will consider only the costs incurred by the City for facility implementation. Eligible Costs In general,those costs associated with the design, right-of-way acquisition,and construction and financing of all items necessary to implement the roadway projects identified in the capital improvements plan are eligible. These estimates are based on the ultimate roadway section identified by functional classification in the Urban Transportation Plan with an excerpt of these assumed sections in the Appendix D. It is important to note that upon completion of the capital improvements identified in the CIP, the city must recalculate the impact fee using the actual costs and make refunds if the actual cost is less than the impact Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 15 pq pE-DAWSON Fai ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas fee paid by greater than 10 percent.To prevent this situation,conservative(low)estimates of project cost are considered. Chapter 395.012 identifies roadway costs eligible for impact fee recovery.The law states that: "An impact fee may be imposed only to pay the cost of constructing capital improvements for facility expansions, including and limited to the construction contract price, surveying and engineering fees, land acquisition costs, including land purchases, court awards and costs, attorney fees, and expert witness fees; and fees actually paid or contracted to be paid to an independent qualified engineer or financial consultant preparing or updating the capital improvements plan who is not an employee of the political subdivision." "Projected interest charges and other finance costs may be included in determining the amount of impact fees only if the impact fees are used for the payment of principal and interest on bonds, notes, or other obligations issued by or on behalf of the political subdivision to finance the capital improvements or facility expansions identified in the capital improvements plan and are not used to reimburse bond funds expended for facilities that are not identified in the capital improvements plan." The following details the individual cost components of the impact fee CIP. • Construction: Construction costs include those costs which are normally associated with construction, including: paving, dirt work (including sub-grade preparation, embankment fill and excavation), clearing and grubbing, retaining walls or other slope protection measures, and general drainage items which are necessary in order to build the roadway and allow the roadway to fulfill its vehicle carrying capability. Individual items may include; bridges, culverts, inlets and storm sewers, junction boxes, manholes, curbs and/or gutters, and channel linings and other erosion protection appurtenances.Other items included in cost estimates may include:sidewalks, traffic control devices at select locations (initial cost only), ancillary adjustments to existing utilities, and minimal sodding/landscaping. • Engineering:These are the costs associated with the design and surveying necessary to construct the roadway. Because the law specifically references fees, it has generally been understood that in-house City design and surveying cannot be included. Only those services that are contracted out can be included and it may be necessary to use outside design and surveying firms to perform the work. For planned projects, a percentage based on typical engineering contracts was used to estimate these fees. Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 16 pq pE-DAWSON ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas • Right-of-Way:Any land acquisition cost estimated to be necessary to construct a roadway can be included in the cost estimate. For planning purposes, only the additional amount of land needed to bring a roadway right-of-way to thoroughfare standard was considered. For example, if a 120' right-of-way for an arterial road was needed and 80' of right-of-way currently existed, only 40' would be considered in the acquisition cost.The cost for right-of-way may vary based on location of project and will be based on data from the most current County Appraisal District data. • Debt Service: Predicted interest charges and finance costs may be included in determining the amount of impact fees only if the impact fees are used for the payment of principle and interest on bonds, notes,or other obligations issued by the city to finance capital improvements identified in the impact fee capital improvements plans. They cannot be used to reimburse bond funds for other facilities.This cost will be determined through a Finance Study and incorporated in the final impact fee cost per service unit calculation. • Previous Assessments: The cost for any previous assessments collected by the City on projects identified on the impact fee CIP must be removed from program consideration. As this is a new impact fee program, there are no previous assessments to consider in the initial calculation. • Study Updates: The fees paid or contracted to be paid to an independent qualified engineer or financial consultant preparing or updating the capital improvements plan who is not an employee of the political subdivision can be included in the impact fees. Only the cost necessitated by new development will be included for impact fee consideration. For example, if only 20%of the capacity provided by the impact fee CIP is needed over the ten-year window, then only 20% of the cost associated with those facilities will be considered. This can be seen in Service Area 1 as another example,where net capacity supplied by the CIP is 11,695 vehicle-miles(Table 7)while the projected demand is 5,338 vehicle-miles (Table 6). Therefore, only the portion of cost attributed to the projected demand,46%, would be considered in the impact fee cost per service unit calculation in the next phase of the study's Impact Fee Report.This calculation is shown for each service area in Table 8. Impact Fee CIP The proposed CIP consists of 483 project segments over the twenty-one service areas and entail the buildout of the full transportation plan network, as seen in Figure 2. By including the full network, there is flexibility in the impact fee program funds to adapt to development needs and ensure credit is given to Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 17 pq pE-DAWSON Fai ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas developers building thoroughfare roadways. The capacity and net capacity provided by the proposed CIP is summarized below in Table 7. Net capacity provided by the proposed CIP takes into consideration current traffic on CIP roads and any deficiencies from the existing conditions analysis described in Existing Condition Analysis Section of this report. A detailed listing by project of capacity supplied can be found in the Appendix C. Table 7.Vehicle-Miles of Demand and Capacity Added A B C D=A-B-C Total VEH-MI of Total VEH-MI Total VEH-MI of Net Amount of Service Area Capacity added by the of Existing Existing VEH-MI of Roadway Impact Fee Demand Deficiencies Capacity Added 1 22,970 6,998 4,277 11,695 2 21,252 1,894 100 19,258 3 45,429 2,908 228 42,293 4 32,481 1,563 - 30,918 5 15,941 846 35 15,060 6 18,248 4,254 25 13,969 7 33,169 1,945 - 31,224 8 4,113 272 84 3,757 9 13,022 5,959 2,690 4,373 10 7,884 1,713 1,924 4,247 11 14,080 4,110 376 9,594 12 21,798 10,279 4,829 6,690 13 30,257 7,549 849 21,859 14 27,053 7,016 5,211 14,826 15 7,464 - - 7,464 16 9,504 3,746 3,265 2,493 17 19,924 4,943 2,046 12,935 18 12,367 2,311 - 10,056 19 14,676 4,369 - 10,307 20 6,168 1,463 83 4,622 21 971 - 115 856 Total 378,771 74,138 26,137 278,496 Ilpape-dawson.comisatpoll231831001TraKiclTraKiclWordlRoadwayClPReportl230919al.docx 18 PAPE-DAWSON Fai ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas A comparison of net capacity provided by the proposed CIP relative to 10-year needs (developed in the Growth Projections section) is listed below in Table 8.An analysis reveals an adequately matched overall impact fee CIP program to address growth attributable to new development. Table 8. Net Capacity Added and Projected 10-Year Growth B/A A B (Max 100%) Service Net Amount of VEH-MI Projected 10-Year Growth Area of Capacity Added (Vehicle-Miles) 1 11,695 5,388 46% 2 19,258 6,628 34% 3 42,293 8,230 19% 4 30,918 2,850 9% 5 15,060 1,414 9% 6 13,969 5,519 40% 7 31,224 12,685 41% 8 3,757 8,270 100% 9 4,373 1,070 24% 10 4,247 10,197 100% 11 9,594 4,352 45% 12 6,690 21,798 100% 13 21,859 11,268 52% 14 14,826 14,899 100% 15 7,464 9,487 100% 16 2,493 2,886 100% 17 12,935 1,238 10% 18 10,056 1,107 11% 19 10,307 71 1% 20 4,622 540 12% 21 856 6,069 100% Total 278,496 135,966 49% Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 19 pq pE-DAWSON Fai ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas Figure 3.Overall Roadway Master Plan and CIP Projects [ PIIilrrrlrr ` Wr„ � - IIII r r� Y 1 i ■ IE RVICk ARIA PRQLLICT1! r ni a unw r.nr I rr !avr�rNf r rr I, IMf`n,.r i�I rrl�rur Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReportl230919a1.docx 20 PAPE-DAWSON r1i ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas Project costs were developed based on unit cost estimates compiled by Pape Dawson Engineers. Individual project costs were developed for engineering, right-of-way, and construction. Each roadway segment uses the Master Thoroughfare Plan's defined functional classification to determine the ultimate roadway standard for each link.Additionally, impact fee study update costs were attributed to the project costs. For recently completed projects, actual costs must be input to meet legislative mandates, but no completed projects were included in this initial impact fee program. The cost for the preliminary CIP program totals approximately$1.5 billon, excluding debt service. Debt service costs will be determined in the Finance Study as part of the cost per service unit calculation analysis. Figure 2 and Table 9 illustrate and list the capital improvement projects and their associated total cost for the impact fee program. Detailed project lists, exhibits, and opinion of probable costs are shown in Appendix C-E for each service area. Table 9.Capital Improvements Plan Project Listing by Service Area NORTHWEST 1(SERVICE AREA 1)PROJECT LIST Limits MTP MTP %in Total Project Cost Service Area Project Number Roadway Length From To Designation Lanes Service in Service Area 1-A FM 1889 Northwest Blvd 765'N of Lake Grande Ave 0.40 A2 4 100% $ 4,032,000.00 1-B FM 1889 765'N of Lake Grande Ave Lake Grande Ave 0.13 A2 4 100% $ 1,288,000.00 1-C FM 1889 Lake Grande Ave 294'S of Valley View Dr 0.10 A2 4 100% $ 1,002,000.00 1-D CR 69 Northwest Blvd 1690'S of Northwest Blvd 0.32 Al 4 100% $ 2820,000.00 1-E CR 69 1690'S of Northwest Blvd CR 52 0.28 Al 4 100% $ 2,118,000.00 1-F Northwest Blvd 1644'W of Wright Moravek Rd Wright Moravek Rd 0.31 A3 6 100% $ 3,988,000.00 1-G Northwest Blvd Wright Moravek Rd River Trail St 0.40 A3 6 100% $ 5,105,000.00 1-H Northwest Blvd River Trail St ERiverview Dr 0.41 A3 6 100% $ 5,206,000.00 1-1 Northwest Blvd E Riverview Dr Wood River Rd 0.17 A3 6 100% $ 2,232,000.00 1-J Northwest Blvd Wood River Rd Trinity River Dr/FM 1889 0.12 A3 6 100% $ 1,570,000.00 1-K Northwest Blvd Trinity River Dr/FM 1889 River Hill Dr 0.43 A3 6 100% $ 5,507,000.00 1-L Northwest Blvd River Hill Dr CR 69 0.42 A3 6 100% $ 5,378,000.00 1-M Northwest Blvd CR 69 Riverside Blvd 0.27 A3 6 100% $ 3p58,000.00 1-N Northwest Blvd Riverside Blvd River E Dr 0.16 A3 6 100% $ 2,049,000.00 1-0 CR 52 570'E of Emory Dr Emory Dr 0.10 Al 4 100% $ 757,000.00 1-P CR 52 Emory Dr IH 69E 0.78 Al 4 100% $ 6,595,000.00 1-Q CR 52 IH 69E 1145'W of IH 69E 0.22 Al 4 50% $ 832,500.00 1-R Loma Alta Rd Leopard St 2057'S of Leopard St 0.39 Cl 2 100% $ 1,933,000.00 a 1-S Loma Alta Rd 2057'S of Leopard St Hearn Rd 0.26 Cl 2 100% $ 1,291,000.00 'Z 1-U Callicoatte Rd IH 37 Leopard St 0.11 A3 6 50% $ 675,500.00 _ 1-V Callicoatte Rd Leopard St HearnRd 0.48 A3 6 50% $ 3,067,000.00 1-W Callicoatte Rd HearnRd 2350'S of Hearn rd 0.44 A3 6 50% $ 2,832,000.00 3 1-X Callicoatte Rd 2350'S of Hearn rd 4060'S of Hearn Rd 0.33 A3 6 50% $ 2,113,500.00 Y 1-Y Wright Moravek Rd Northwest Blvd 1675'S of Northwest Blvd 0.32 A2 4 100% $ 3,222,000.00 Z 1-Z Wright Moravek Rd 1675'S of Northwest Blvd 2245'S of Northwest Blvd 0.10 A2 4 100% $ 1,008,000.00 1-AA Lake Athens Ave W River Dr 2190'W of W River Dr 0.41 Cl 2 100% $ 2,034,000.00 1-AB Lake Athens Ave 2190'W of W River Dr Wright Moravek Rd 0.40 Cl 2 100% $ 1,985,000.00 1-AC Lake Athens Ave 1975'W of Wright Movarek Rd Wright Moravek Rd 0.36 Cl 2 100% $ 1,786,000.00 1-AD Riverside Blvd 347'S of River Rock Dr City Limits 0.26 Cl 2 100% $ 1,291,000.00 1-AE River Trail Dr Northwest Blvd 2052'S of Northwest Blvd 0.39 Cl 2 100% $ 1,929,000.00 1-AF River Trail Dr 2052'S of Northwest Blvd 3650'S of Northwest Blvd 0.30 Cl 2 100% $ 1p89,000.00 1-AG River Trail Dr 3650'S of Northwest Blvd City Limits 0.13 Cl 2 100% $ 645,000.00 1-AH Amanda Lane Wright Moravek Rd 2115'E of Wnght Movarek Rd 0.40 A2 4 100% $ 4,027,000.00 1-AI Amanda Lane 2115'E of Wnght Movarek Rd 2975'E of Wnght Movarek Rd 0.14 A2 4 100% $ 1p51,000.00 1-Al East Riverview St Northwest Blvd Lake Athens Ave 0.40 Cl 2 100% $ 1,985,000.00 1-AK East Riverview St Lake Athens Ave 221'S of Lake Athens Ave 0.04 Cl $ 199,000.00 1-AL River Hill Dr Northwest Blvd City Limits 0.62 Cl $ 3,783,000.00 1-AM 1-AM CR 69 1400'E of CR 69 0.27 Cl $ 1,340,000.00 1-AN 1-AN 1400'E of CR 69 3105'E of CR 69 0.32 Cl E21100% $ 1,588,000.00 1-AQ Wildcat Dr 1750'S of Northwest Blvd City Limits 0.27 Cl $ 1,343,000.00 1-AR Emory Dr IH 69E 4230'E of IH 69E 0.82 Cl $ 4,763,000.00 $ 101,317,500.00 Ilpape-dawson.comisatpoll231831001TraKiclTraKiclWordlRoadwayClPRepoftl230919al.docx 21 PAPE-DAWSON ��ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas NORTHWEST 2(SERVICE AREA 2)PROJECT LIST LimitsMTP MTP %in Total Project Cost Service Area Project Number Roadway From To Length Desi Lanes Service in Service Area 2-A Haven Dr New PR Roadway Warrior Dr 0.39 A2 4 100% $ 3,886,000.00 2-B Haven Dr Warrior Dr Mc Kinzie Rd 0.50 A2 4 100% $ 5,729,000.00 2-D Callicoatte Rd IH 37 Leopard St 0.11 A3 6 50% $ 675,500.00 2-E Callicoatte Rd Leopard St Hearn Rd 0.48 A3 6 50% $ 3,067,000.00 2-F Callicoatte Rd Hearn Rd 2350'S of Hearn rd 0.44 A3 6 50% $ 2,832,000.00 2-G Callicoatte Rd 2350'S of Hearn rd 4060'S of Hearn Rd 0.33 A3 6 50% $ 2,113,500.00 2-H Mckinzie Rd IH-37 Up River Rd 0.07 A2 4 100% $ 705,000.00 2-I Mckinzie Rd Up River Rd Creek View Dr 0.18 A2 4 100% $ 1,813,000.00 2-1 Mckinzie Rd Creek View Dr Leopard St 0.30 A2 4 50% $ 1,510,000.00 2-K Mckinzie Rd Leopard St Frontier Dr 0.34 A2 4 50% $ 1,711,500.00 2-L Mckinzie Rd Frontier Dr Haven Dr 0.42 A2 4 50% $ 2,114,000.00 2-M Mckinzie Rd Haven Dr PR E-W Segment 1 0.50 A3 6 50% $ 3,549,500.00 2-N Mckinzie Rd PR E-W Segment 1 PR E-W Segment 2 0.50 A3 6 50% $ 3,549,500.00 2-0 Mckinzie Rd PR E-W Segment 2 City Limits 0.55 A3 6 50% $ 3,869,500.00 2-P PR Segment Violet Rd Widgeon Dr(N-S PR Segment) 0.43 Cl 2 100% $ 2,184,000.00 2-Q PR E-W Segment 1 Widgeon Dr(N-S PR Segment) New PR Segment 0.44 Cl 2 100% $ 1,688,000.00 v 2-R PRE-W Segment New PR Segment Warrior(PR N-S Segment) 0.34 Cl 2 100% $ 3,673,000.00 'Z 2-S PRE-W Segment Warrior(PR N-S Segment) Mc Kinzie Rd 0.60 Cl 2 100% $ 3,625,000.00 _ 2-T PR E-W Segment 2 City Limits New PR Segment 0.36 A2 4 100% $ 3,423,000.00 2-U PRE-W Segment New PR Segment Warrior(PR N-S Segment) 0.34 A2 4 100% $ 7,743,000.00 3 2-V PRE-W Segment Warrior(PR N-S Segment) Mc Kinzie Rd 0.70 A2 4 100% $ 149,000.00 C 2-W Yellow Oak Ave(PR N-S Segment) Yellow Oak Ave(Constructed Section) Stadite Ln(PR E-W Segment) 0.03 Cl 2 100% $ 1,538,000.00 Z 2-X Yellow Oak Ave(PR N-S Segment) Stadite Ln(PR E-W Segment) City Limits 0.31 Cl 2 100% $ 1,538,000.00 2-Y PR N-S Segment 1 Stadite Ln(PR E-W Segment) PR E-W Segment 3 0.31 Cl 2 100% $ 249,000.00 2-Z PR N-S Segment 1 PR E-W Segment 3 City Limits 0.05 Cl 2 100% $ 249,000.00 2-AA Widgeon Dr(PR Segment) Widgeon Dr(Constructed Segment) PR E-W Segment 1 0.05 C12 100% $ 1,340,000.00 2-AB Widgeon Dr(PR Segment) PRE-W Segment City Limits 0.27 Cl 2 100% $ 3,177,000.00 2-AE Sunny Dr(PR Segment) PR E-W Segment 1 PR E-W Segment 2 0.33 Cl 2 100% $ 1,637,000.00 2-AF Hearn Rd(PR Segment) 100'E Dunstain St Woodland Creek Dr 0.32 Cl 2 100% $ 1,588,000.00 2-AG Stadite Ln(PR Segment) Callicoatte Rd Yellow Oak Ave(PR N-S Segment) 0.41 Cl 2 100% $ 2,034,000.00 2-AH Stadite Ln(PR Segment) Yellow Oak Ave(PR N-S Segment) Proposed N-S Segment 0.47 Cl 2 100% $ 2,332,000.00 2-AI StaditeLn(PRSegment) Proposed N-S Segment Violet Rd 0.24 Cl 2 100% $ 1,190,000.00 2-AJ Warrior(P R Segment) Haven Dr PRE-W Segment1 0.25 Cl 2 100% $ 1,241,000.00 2-AK Warrior(PR Segment) PRE-W Segment PRE-W Segment2 0.36 Cl 2 100% $ 1,786,000.00 2-AL Yellow Oak Ave(PR Segment) Dunstain Rd Sandy Hollow Creek Dr 0.62 Cl 2 100% $ 3,783,000.00 2-AM PR E-W Segment 3 CRy Limits Proposed N-S Segment 0.20 A2 4 100% $ 2,014,000.00 2-AN PRE-W Segment Proposed N-S Segment Violet Rd 0.35 A2 4 100% $ 3,524,000.00 $ 90,963,000.00 NORTHWEST 3(SERVICE AREA 3)PROJECT LIST Service Area Project Number Roadway Limits Length MTP MTP %in Total Project Cost From To Designati Lanes Service in Service Area 3-A UP River Rd,N of IH 37 Rand Morgan Rd 1425'W of N Clarkwood Rd 0.48 C3 4 100% $ 3,084,000.00 3-B Rand Morgan Rd Up River Rd,140'N of IH 37 IH 37 0.03 C3 4 100% $ 173,000.00 3-C Rand Morgan Rd IH 37 Up River Rd,180'Sof IH 37 0.03 A2 4 100% $ 344,000.00 3-D Rand Morgan Rd Up River Rd,180'Sof IH 37 Leopard St 0.56 A2 4 100% $ 6,350,000.00 3-E Rand Morgan Rd Leopard St Oregon Td 0.44 A2 4 100% $ 4,478,000.00 3-F iRand Morgan Rd Oregon Td 1540'S of McNorton Rd 0.69 A2 4 100% $ 7,642,000.00 3-G Rand Morgan Rd 1540'S of McNorton Rd 3565'S of McNorton Rd 0.38 A2 4 100% $ 3,825,000.00 3-H Rand Morgan Rd 3565'S of McNorton Rd 4785'S of McNorton Rd 0.23 A2 4 100% $ 2,316,000.00 3-I Rand Morgan Rd 4785'S of McNorton Rd 2650'N of Agnes St 0.60 A2 4 100% $ 6,737,000.00 3-J Rand Morgan Rd 2650'N of Agnes St Agnes St 0.50 A2 4 100% $ 5,729,000.00 3-K N Clarkwood Rd Leopard St 3260'N of Sedwick Rd 0.80 A3 6 50% $ 5,470,000.00 3-L N Clarkwood Rd 3260'N of Sedwick Rd Sedwick Rd 0.62 A3 6 50% $ 4,317,500.00 3-M NClarkwood Rd Sedwick Rd Alpine St 0.51 A3 6 50% $ 3,613,500.00 3-N N Clarkwood Rd Alpine St 1070'S of Alpine St 0.20 A3 6 50% $ 1,281,000.00 3-0 SCla rkwood Rd Agnes St TX 44 0.25 A3 6 100% $ 3,260,000.00 3-P SCla rkwood Rd TX 44 CR 36 0.76 A3 6 100% $ 10,455,000.00 3-Q S Cla rkwood Rd CR 36 McGloin Rd 0.43 A3 6 100% $ 5,552,000.00 3-R CR 36 Gaviota St S Cla rkwood Rd 0.33 Cl 2 100% $ 1,656,000.00 3-S Mckinzie Rd Creek View Dr Leopard St 0.30 A2 4 50% $ 1,510,000.00 3-T Mckinzie Rd Leopard St Frontier Dr 0.34 A2 4 50% $ 1,711,500.00 a 3-U Mckinzie Rd Frontier Dr Haven Dr 0.42 AZ 4 50% $ 2,114,000.00 .2 3-V Mckinzie Rd Haven Dr PR E-W Segment 1 0.50 A3 6 50% $ 3,549,500.00 3-W Mckinzie Rd PR E-W Segment 1 PR E-W Segment 2 0.50 A3 6 50% $ 3,549,500.00 3-X Mckinzie Rd PR E-W Segment 2 City Limits 0.55 A3 6 50% $ 3,869,500.00 3 3-Y Haven Dr(PR Segment) McKinzie Rd N-S PR Roadway 1 1.15 Cl 2 100% $ 7,096,000.00 3-Z N-S PR Roadway Leopard St Haven Dr(PR Segment) 0.29 C3 4 100% $ 1,882,000.00 z 3-AA N-S PR Roadway Haven Dr(PR Segment) Oregon Trail(PR Segment) 0.32 C3 4 100% $ 2,076,000.00 3-AB N-S PR Roadway Oregon Trail(PR Segment) E-W PR Roadway 0.43 C3 4 100% $ 2,790,000.00 3-AC N-S PR Roadway 1 E-W PR Roadway 1 E-W PR Roadway 2 0.66 C3 4 100% $ 4,978,000.00 3-AD N-S PR Roadway 1 E-W PR Roadway 2 Sedwick Rd(PR Segment) 0.23 C3 4 100% $ 1,492,000.00 3-AE N-S PR Roadway 1 Sedwick Rd(PR Segment) Alpine St(PR Segment) 0.65 C3 4 100% $ 4,913,000.00 3-AF Oregon Trail(PR Segment) McKinzie Rd N-S PR Roadway 1.05 Cl 2 100% $ 6,600,000.00 3-AG Oregon Trail(PR Segment) N-S PR Roadway Oregon Trail(Constructed Segment) 0.15 Cl 2 100% $ 745,000.00 3-AH E-W PR Roadway 1 McKinzie Rd N-S PR Roadway 1 1.00 A2 4 100% $ 11,458,000.00 3-AI E-W PR Roadway Rand Morgan Rd N-S PR Roadway 0.50 A2 4 100% $ 3-AI E-W PR Roadway FM 2292 N Clarkwood Rd 0.72 A2 4 100% $ 7,945,000.00 3-AK E-W PR Roadway Roadway Limits N-S PR Roadway 0.42 Cl 2 100% $ 2,084,000.00 3-AL E-W PR Roadway N-S PR Roadway 1 FM 2292 0.48 Cl 2 100% $ 2,381,000.00 3-AM Sedwick Rd(PR Segment) City Limits N-S PR Roadway 1 0.62 Al 4 100% $ 5,385,000.00 3-AN Sedwick Rd(PR Segment) N-S PR Roadway 1 FM 2292 0.45 Al 4 100% $ 3,403,000.00 3-AO Sedwick Rd(PR Segment) FM 2292 N Clarkwood Rd 0.72 Al 4 100% $ 6,141,000.00 3-AP Alpine St(PR Segment) City Limits N-S PR Roadway 0.16 C2 3 100% $ 928,000.00 3-AQ Alpine St(PR Segment) N-S PR Roadway 1 FM 2292 0.22 C2 3 100% $ 1,288,000.00 3-AR Alpine St(PR Segment) FM 2292 N Clarkwood Rd 0.75 C2 3 100% $ 5,043,000.00 3-AS 11070'S of Alpine St CR 44 0.47 A3 6 100% 1$ 6,042,000.00 $ 177,257,000.00 Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPRepoftl230919a1.docx 22 PAPE-DAWSON ��ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas CC AIRPORT 1(SERVICE AREA 4)PROJECT LIST Limits MTP MTP %in Total Project Cost Service Area Project Number Roadway Length(in mi.) From To Designati Lanes Service in Servie Area 4-A Leopard St Corn Products Rd Benys Rd/N Lexington Blvd 0.51 A2 4 50% $ 2,903,000.00 4-B Leopard St Benys Rd/N Lexington Blvd Lantana St 0.51 A2 4 50% $ 2,927,500.00 4-C Leopard St Lantana St N Padre Island Dr 0.15 A2 4 50% $ 746,000.00 4-D Sedwick Rd N Clarkwood Rd Manning Rd 0.79 Al 4 50% $ 3,330,500.00 4-E Sedwick Rd Manning Rd Rhew Rd 0.39 Al 4 100% $ 2,929,000.00 4-F Sedwick Rd Rhew Rd Southern Minerals Rd 0.86 Al 4 100% $ 7,209,000.00 4-G Alpine St N Clarkwood Rd Manning Rd 0.79 Cl 2 100% $ 4,605,000.00 4-H Hopkins Rd Railroad Corn Products Rd 0.51 C3 4 100% $ 4,012,000.00 4-1 Hopkins Rd Corn Products Rd N Lexington Blvd 1.01 C3 4 100% $ 7,926,000.00 4-J N Clarkwood Rd Alpine St Sedwick Rd 0.51 Cl 2 50% $ 1,606,000.00 4-K N Clarkwood Rd Sedwick Rd 870'S of Caroline Rd 0.62 Cl 2 50% $ 1,884,500.00 4-L NClarkwood Rd 870'Sof Caroline Rd Leopard St 0.80 Cl 2 50% $ 2,344,500.00 4-M N Clarkwood Rd Leopard St IH 37 0.45 Cl 2 50% $ 1,129,000.00 4-N N Clarkwood Rd IH 37 Up River Rd 0.21 Cl 2 50% $ 526,500.00 4-0 Up River Rd 970'West of N Clarkwood Rd N Clarkwood Rd 0.18 C3 4 100% $ 1,192,000.00 4-P Up River Rd N Clarkwood Rd 1110'East of N Clarkwood Rd 0.21 C3 4 100% $ 1,364,000.00 a � 4-0. Tuloso Rd Up River Rd IH 37 0.24 A2 4 100% $ 2,372,000.00 G 4-R Tuloso Rd IH 37 Leopard St 0.46 A2 4 100% $ 4,660,000.00 4-S Southern Minerals Rd Up River Rd IH 37 0.49 A2 4 100% $ 4,959,000.00 a 4-T Southern Minerals Rd IH 37 Leopard St 0.25 A2 4 100% $ 2,494,000.00 4-U Southern Minerals Rd Leopard St Sedwick Rd 0.48 A2 4 100% $ 4,824,000.00 c 4-V N Lexington Blvd Leopard St Lantana St 0.63 A2 4 100% $ 6,992,000.00 4-W N Lexington Blvd Lantana St Hopkins Rd 0.28 A2 4 100% $ 2,803,000.00 4-X Corn Products Rd Leopard St Hopkins Rd 0.92 A2 4 100% $ 9,998,000.00 4-Y Manning Rd Sedwick Rd Alpine Rd 0.50 A2 4 100% $ 5,775,000.00 4-Z Manning Rd Alpine Rd Railroad 0.55 A2 4 100% $ 6,267,000.00 4-AA Manning Rd Railroad TX-44 0.04 A2 4 100% $ 402,000.00 4-AB Rhew Rd Leopard St Sedwick Rd 0.88 C3 4 100% $ 6,418,000.00 4 A Bronco Rd Bronco Rd(End) Alpine St 0.31 C3 4 100% $ 2,011,000.00 4-AD Bronco Rd Alpine St Railroad 0.55 C3 4 100% $ 4,264,000.00 4-AE Heinsohn Rd Agnes St TS-44 0.26 A2 4 100% $ 1,970,000.00 4 A Hopkins Rd TX-44 Agnes St 0.04 A2 4 100% $ 441,000.00 4-AG Alpine St Manning Rd Bronco Rd 0.50 C2 3 100% $ 3,615,000.00 4-AH Alpine St Bronco Rd Southern Minerals Rd 0.75 C2 3 100% $ 5,058,000.00 4 A Southern Minerals Sedwick Rd Alpine St 0.50 A2 4 100% $ 5,780,000.00 4-AI Southern Minerals Alpine St TX 44 0.54 A2 4 100% $ 6,181,000.00 4 A Tuloso Dr Leopard St 2568'S of Leopard St 0.70 Cl 2 50% $ 2,084,500.00 4-AL Tuloso Dr/Manning Dr 2568'S of Leopard St Sedwick Rd 0.61 Cl 2 50% $ 1,867,500.00 4-AN Rhew Rd Sedwick Rd Bronco Rd 0.23 C3 4 100% $ 1,524,000.00 4-AO IN Clarkwood Rd lAlpine St 1,080'South of Alpine St 0.20 Cl 2 50% $ 496,500.00 $ 139,394,500.00 CC AIRPORT 2(SERVICE AREA 5)PROJECT LIST Limits MTP MTP %in Total Project Cost Service Area Project Number Roadway Length(in mi.) From To Designati Lanes Service in Service Area 5-A FM 665 N Padre Island Dr Jr Beck Dr 0.59 A3 6 50% $ 4,150,000.00 5-B FM 665 Jr Beck Dr Joe Mireur Rd(New Segment) 0.13 A3 6 50% $ 800,500.00 5-C FM 665 Joe Mireur Rd(New Segment) Heinsohn Rd(New Segment) 0.40 A3 6 50% $ 2,558,500.00 5-D FM 665 Heinsohn Rd(New Segment) Westside New Segment 0.54 A3 6 50% $ 3,798,500.00 5-E FM 665 Westside New Segment Saratoga Blvd 0.55 A3 6 50% $ 3,840,500.00 5-F Talbert Rd(N_S) Joe Mireur Rd TX-44 0.78 C3 4 100% $ 5,738,000.00 5-G Talbert Ln(E-W) Joe Mireur Rd Talbert Ln(N-S) 0.33 C3 4 100% $ 2,114,000.00 Q 5-H Talbert Ln(E-W) Talbert Ln(N-S) Heinsohn Rd 0.59 C3 4 100% $ 4,518,000.00 5-1 Bear Ln Hensohn Rd Junior Beck Dr 0.47 Al 4 100% $ 3,529,000.00 a 5-K Bear Ln Junior Beck Dr N Padre Island Dr 0.12 Al 4 100% $ 874,000.00 5-M Heinsohn RD TX-44 Talbert Ln(E-W)Proposed Segme 0.24 A2 4 100% $ 2,432,000.00 c 5-N Heinsohn RD Talbert Ln(E-W)Proposed Segment Bates Rd(Proposed Segment) 0.49 A2 4 100% $ 4,920,000.00 5-0 Heinsohn RD Bates Rd(Proposed Segment) Bear Ln 0.49 A2 4 100% $ 4,966,000.00 5-P Heinsohn RD Bear Ln Proposed roadway segment 0.49 Al 4 100% $ 3,718,000.00 5-Q Heinsohn RD Proposed roadway segment Joe Mireur Rd(New Segment) 0.22 Al 4 100% $ 1,676,000.00 5-W Joe Mireur Rd Heinsohn Rd(Proposed Segment) FM 665 0.59 A2 4 100% $ 6,598,000.00 5-X Bates Rd Padre Island Dr Heinsohn Rd 0.53 Cl 2 100% $ 3,328,000.00 5-Y Bates Rd Heinsohn Rd Joe Mireur Rd 0.92 Cl 2 100% $ 5,243,000.00 5-Z New Roadway Segment Heinsohn Rd(Proposed Segment) Jr Beck Dr 0.51 Cl 2 100% $ 3,215,000.00 5-AA New Roadway Segment Jr Beck Dr Padre Island Dr 0.41 Cl 2 100% $ 2,045,000.00 $ 70,062,000.00 Ilpape-dawson.comisatpoll231831001TraKiclTraKiclWordlRoadwayClPReportl230919al.docx 23 PAPE-DAWSON ��ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas WESTSIDE 1(SERVICE AREA 6)PROJECT LIST Limits MTP %in Service Total Project Cost Service Area Project Number Roadway Length(mi) MTP Lanes From To Designation Area in Service Area 6-A Leopard Street Benys Rd Lantana Rd 0.51 A2 4 50% $ 2,915,000.00 6-B Leopard Street Lantana Rd SH 358 0.14 A2 4 50% $ 704,500.00 6-C Up River Rd Dunn Meany rd Lantana Rd 0.23 C3 4 50% $ 746,000.00 6-D Up River Rd Lantana Rd McBride Ln 0.64 C3 4 50% $ 2,424,500.00 6-E Up River Rd McBride Ln Kansas City Southern Railway Trz 0.21 C3 4 50% $ 681,500.00 6-F Up River Rd Kansas City Southern Railway Track N Navigation Blvd 0.15 C3 4 50% $ 487,000.00 6-G Up River Rd 1-37 Leopard St 0.7 C3 4 100% $ 5,237,000.00 6-H Up River Rd Leopard St Old Robstown Rd 0.24 C3 4 100% $ 1,557,000.00 6-1 Up River Rd Old Robstown Rd Palm Dr 0.58 C3 4 100% $ 4,459,000.00 6-J Lipan St Palm Dr NPort Ave 0.25 C3 4 100% $ 1,623,000.00 6-K Lipan St NPort Ave N19th St 0.27 C3 4 100% $ 1,752,000.00 6-L Lipan St N19th St TX 286 0.21 C3 4 100% $ 1,363,000.00 6-M Horne Rd TX 286 Greenwood Dr 0.71 Al 4 100% $ 6,065,000.00 6-N Horne Rd Airport Rd Angela Dr 0.53 Al 4 100% $ 4,705,000.00 Q 6-0 Horne Rd Angela Dr Old Brownsville Rd 0.3 Al 4 100% $ 2,269,000.00 6-P S Navigation Blvd Old Brownsvillw Rd Bear Ln 0.2 Al 4 100% $ 1,514,000.00 a 6-0, S Navigation Blvd Bear Ln N Green Tree Dr 0.29 Al 4 100% $ 2,194,000.00 6-11 S Navigation Blvd N Green Tree Dr 2917'N of Bear Ln 0.2 Al 4 100% $ 1,514,000.00 6-S S Navigation Blvd 2917'N of Bear Ln Santa Elena St 0.49 Al 4 100% $ 3,706,000.00 6-T S Navigation Blvd Santa Elena St Agnes St 0.5 Al 4 100% $ 4,478,000.00 3 6-U S Navigation Blvd Agnes St Leopard St 0.79 Al 4 100% $ 6,671,000.00 6-V Bear Ln TX 358 Flato Rd 0.44 Al 4 100% $ 3,328,000.00 6-W Bear Ln Flato Rd Cliff Maus Dr 0.39 Al 4 100% $ 2,949,000.00 6-X Bear Ln Cliff Maus Dr Navigation Blvd 0.12 Al 4 100% $ 908,000.00 6-Y Bear Ln Navigation Blvd Old Brownsville Rd 0.26 Al 4 100% $ 1,966,000.00 6-Z Santa Elena St Flato Rd Navigation Blvd 0.52 Cl 2 100% $ 3,276,000.00 6-AA Santa Elena St 345'E of Centaurus St Omaha Dr Ext 0.06 Cl 2 100% $ 299,000.00 6-AB ISanta Elena St Omaha Dr Ext 233'E of 45th St 0.22 Cl 2 100% $ 1,092,000.00 6-AC Omaha Dr Ext Agnes St Santa Elena St 0.5 Cl 2 100% $ 3,177,000.00 6-AD Omaha Dr Ext Santa Elena St Bates Rd Ext 0.49 Cl 2 100% $ 2,432,000.00 6-AE Bates Rd Ext Flato Rd Navigation Blvd 0.51 Cl 1 2 1 100% $ 3,226,000.00 6-AF Bates Rd Ext Navigation Blvd Omaha Dr Ext 0.31 Cl 2 100% $ 1,538,000.00 6-AG Bates Rd Ext Omaha Dr Ext Old Brownsville Rd 0.42 Cl 2 100% $ 2,084,000.00 6-AH Omaha Dr Ext Navigation Blvd EX Omaha Dr End 0.34 Cl 2 100% $ 1,688,000.00 $ 85,028,500.00 WESTSIDE 2(SERVICE AREA 7)PROJECT LIST Limits MTP %in Service Total Project Cost Service Area Project Number Roadway Length(mi) MTP Lanes From To Designation Area in Service Area 7-A Saratoga Blvd Old Brownsville Rd CR 37 0.61 Al 4 50% $ 2,655,000.00 7-13 Saratoga Blvd CR 37 CR 35 0.7 A3 6 50% $ 4,830,000.00 7-C Saratoga Blvd CR 35 Calle Las Colonias 0.45 A3 6 50% $ 2,881,000.00 7-D Saratoga Blvd Calle Las Colonias 275'West of Cll Cuernavaca 0.22 A3 6 50% $ 1,408,500.00 7-E Saratoga Blvd 275'West of C11 Cuernavaca Greenwood Dr 0.33 A3 6 100% $ 4,227,000.00 7-F Saratoga Blvd Greenwood Dr New Road(North of Saratoga) 0.35 A3 6 100% $ 4,482,000.00 7-G Saratoga Blvd New Road(North of Saratoga) TX286 0.42 A3 6 100% $ 5,378,000.00 7-H Holly Rd Los Robles St Greenwood Dr 0.21 A2 4 100% $ 2,114,000.00 7-1 Holly Rd Greenwood Dr Martin St 0.5 A2 4 100% $ 5,729,000.00 7-J Holly Rd Martin St TX286 0.28 A2 4 100% $ 2,819,000.00 7-K Old Brownsville Rd SH 358 158'N of J r Beck Dr 0.6 A3 6 50% $ 4,190,000.00 7-L Old Brownsville Rd 158'N of J r Beck Dr Holly Rd Extension 0.12 A3 6 50% $ 768,500.00 7-M Old Brownsville Rd Holly Rd Extension New Road EW 2 0.4 A3 6 50% $ 2,561,500.00 7-N Old Brownsville Rd New Road EW 2 New Road EWl 0.54 A3 6 50% $ 3,805,500.00 7-0 Old Brownsville Rd New Road EW 1 Saratoga Blvd 0.55 A3 6 1 50% $ 3,869,500.00 7-P Greenwood Dr Saratoga Blvd New Road(S of Saratoga) 0.5 A2 4 100% $ 5,729,000.00 7-Q Greenwood Dr New Road(S of Saratoga) 2250'S of New Road(S of Saratoga) 0.43 C3 4 100% $ 2,790,000.00 7-R Sliverberry Dr Extension Sliverberry Dr Greenwood Dr 0.54 Cl 2 100% $ 3,376,000.00 7-S Martin St Extension Holly Rd Crosstown Expy 0.57 Cl 2 100% $ 3,524,000.00 G 7-T Martin St Extension 136 S of Secretariat St New Road EW 3 0.03 Cl 2 100% $ 149,000.00 7-U Lands Rd Extension 600'East of Harwick Dr New Road(North of Saratoga) 0.15 Cl 2 100% $ 745,000.00 o 7-V Lands Rd Extension New Road(North of Saratoga) Martin St Extension 0.15 Cl 2 100% $ 745,000.00 7-W Lands Rd Extension Martin Rd Extension Crosstown Expy 0.28 Cl 2 100% $ 1,389,000.00 7-X New Road EW 3 Martin Rd Extension Crosstown Expy 0.28 Cl 2 100% $ 1,389,000.00 7-Y Martin St Lands Rd Extension New Road EW 3 0.49 Cl 2 100% $ 2,432,000.00 3 7-Z New Road(North of Saratoga) Lands Rd Extension Saratoga Blvd 0.25 Cl 2 100% $ 1,241,000.00 7-AA New Road(South of Saratoga) Saratoga Blvd Greenwood Dr 0.83 Cl 2 100% $ 4,814,000.00 7-AB Greenwood Dr Extension Greenw000d Dr TX286 0.49 Pi 2 100% $ 2,803,000.00 7-AC Holly Rd Extension Old Brownsville Rd W Point NS 1 0.08 A2 4 100% $ 806,000.00 7-AD Holly Rd Extension W Point Rd NS 1 Extension CR 37 0.31 A2 4 100% $ 3,122,000.00 7-AE Holly Rd Extension Extension CR 37 Extension CR 35 0.55 A2 4 100% $ 6,234,000.00 7-AF Holly Rd Extension Extension CR 35 Bush St 0.6 A2 4 100% $ 6,737,000.00 7-AG W Point NS 1 W Point Rd Holly Rd Extension 0.1 Cl 2 100% $ 497,000.00 7-AH Extension CR 37 Saratoga Blvd New Road EW 1 0.43 Cl 2 100% $ 2,133,000.00 7-AI Extension CR 37 New Road EW 1 New Road EW 2 0.54 Cl 2 100% $ 3,376,000.00 7-AI Extension CR 37 New Road EW 2 Holly Rd Extension 0.38 Cl 2 100% $ 1,885,000.00 7-AK Extension CR 37 Holly Rd Extension W Point Rd 0.27 Cl 2 100% $ 1,340,000.00 7-AL New Road EW 2 Old Brownsville Rd Extension CR 37 0.38 Cl 2 100% $ 1,885,000.00 7-AM New Road EW 1 Old Brownsville Rd Extension CR 37 0.34 Cl 2 100% $ 1,688,000.00 7-AN New Road EW 1 Extension CR 37 Extension CR 35 0.68 Cl 2 100% $ 4,070,000.00 7-AO Extension CR 35 Saratoga Blvd New Road EW 1 0.44 A2 4 100% $ 4,430,000.00 7-AP Extension CR 35 New Road EW 1 Holly Rd Extension 0.71 AZ 4 100% $ 7,843,000.00 7-AQ Extension CR 35 Holly Rd Extension W Point Rd 0.64 AZ 4 100% $ 7,138,000.00 7-AR Calle las Colonias Ext Calle las Colonias JExtension CR 37 0.6 Cl 2 100% $ 3,673,000.00 $ 139,701,500.00 Ilpape-dawson.comisatpoll231831001TraKiclTraKiclWordlRoadwayClPRepoftl230919al.docx 24 PAPE-DAWSON ��ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas DOWNTOWN(SERVICE AREA 8)PROJECT LIST Limits MTP MTP %in Total Project Cost Service Area Project Number Roadway Length From To Designati Lanes Service in Service Area 8-A N Port Ave Antelope St IH 37 0.04 Al 4 50% $ 151,500.00 8-13 N Port Ave IH 37 W Broadway St 0.60 A2 4 50% $ 3,368,500.00 8-C E Port Ave W Broadway St Union Pacific/W Broadway St 0.13 A2 4 100% $ 1,354,000.00 v 8-D E Port Ave Union Pacific/W Broadway St N Tancahua St 0.58 A2 4 100% $ 6,548,000.00 .Z 8-E E Port Ave N Tancahua St US 181 0.12 A2 4 100% $ 1,173,000.00 8-F E Port Ave US 181 N Mesquite St 0.03 A2 4 100% $ 348,000.00 3 8-G Hirsch St N Mesquite St N Chaparral St 0.05 A2 4 100% $ 502,000.00 ° 8-H Seagull Blvd Burleson St EWalnut St 0.41 Cl 2 100% $ 2,023,000.00 0 8-I Seagull Blvd EWalnut St Elm St 0.07 Cl 2 100% $ 342,000.00 8-J N Staples St W Broadway St N Tancahua St 0.25 Cl 2 100% $ 1,241,000.00 8-K N Staples St N Tancahua St US 181 0.06 Cl 2 100% $ 299,000.00 $ 17,350,000.00 BAYSIDE 1(SERVICE AREA 9)PROJECT LIST Service Area Project Number Roadway Limits Length(mi) MTP Designation MTP Lanes %in Service Area Total Project Cost From To in Service Area 9-A McArdle Rd Ayers St Kostoryz Rd 1 C2 3 100% $ 7,188,000.00 9-13 McArdle Rd Kostoryz Rd Carroll Ln 0.5 C2 3 100% $ 3,595,000.00 9-C Ayers St Ocean Dr Santa Fe St 0.20 A2 4 100% $ 2,014,000.00 9-D Ayers St Santa Fe ST S Staples St 0.35 A2 4 100% $ 3,524,000.00 9-E Ayers St SStaples St S Brownlee Blvd 0.12 Al 4 100% $ 908,000.00 9-F Ayers St SBrownlee Blvd Baldwin Blvd 0.50 Al 4 100% $ 4,478,000.00 9-G Kostoryz Rd SStaples St Norton St 0.50 Al 4 100% $ 4,478,000.00 a 9-H Kostoryz Rd Norton St Brawner Pkwy 0.35 Al 4 100% $ 2,648,000.00 a 9-I Doddridge St SAlmeda St SStaples St 0.55 Al 4 100% $ 4,856,000.00 9-1 SStaples St Morgan Ave Elizabeth St 0.10 A! 4 100% $ 757,000.00 _ 9-K SStaples St Elizabeth St Booty St 0.12 Al 4 100% $ 908,000.00 9-L SStaples St Booty St Ayers St 0.15 Al 4 100% $ 1,135,000.00 9-M SStaples St I Ayers St Louisiana Ave 0.65 Al 4 100% $ 5,612,000.00 9-13 SAlameda St Doddridge St Carmel Pkwy 0.84 A2 4 100% $ 9,131,000.00 9-S SAlameda St Carmel Pkwy Everhart Rd 0.13 AZ 4 100% $ 1,306,000.00 9-T SAlameda St Everhart Rd Robert Dr 0.15 AZ 4 50% $ 755,500.00 9-W Everhart Extension ICenter Dr I Santa Fe St 0.14 Al 4 100% $ 1,060,000.00 $ 54,353,500.00 BAYSIDE 2(SERVICE AREA 10) Service Area Project Number Roadway Length(MI) Limits MTP MTP %in Total Project Cost From To Designation Lanes Service in Service Area 10-A McArdle Rd Everhart Rd 125 ft east of Holmes Or 0.47 C3 4 100% $ 3,031,000.00 10-B Ocean Or Ennis Joslin Rd 4132 ft east of Sand Dollar Blvd 1.77 A2 4 100% $ 19,900,000.00 2 10-C McArdle Rd Nile Dr. Rodd Field Rd 0.38 C3 4 100% $ 2p65,000.00 10-D McArdle Rd Rodd Field Rd Ennis Joslin Rd 0.48 C3 4 100% $ 3,115,000.00 10-G Airline Rd Ocean Or Gaines St 0.32 Al 4 100% $ 2p20,000.00 10-J Gaines St Robert Or Airline Rd 0.59 Cl 2 100% $ 3,624,000.00 $ 34,555,000.00 SOUTHSIDE 1(SERVICE AREA 11)PROJECT LIST Limits MTP %in Service Total Project Cost Service Area Project Number Roadway Length(mi) MTP Designation From To Lanes Area in Service Area 11-A Ayers St SH 358 Civitan Or 0.38 Al 4 100% $ 2,874,000.00 11-B Ayers St Civitan Or Holly Rd 0.37 Al 4 100% $ 2,799,000.00 11-C Tiger Ln Carroll Ln Weber Rd 0.5 C2 3 100% $ 3,595,000.00 11-D Weber Rd SH 358 Tiger Ln 0.24 A2 4 50% $ 1,208,500.00 11-E Weber Rd Tiger Ln Capri Or 0.3 A2 4 50% $ 1,510,000.00 11-F Weber Rd Capri Or Holly Rd 0.19 A2 4 50% $ 956,500.00 11-G Weber Rd Holly Rd Schanen Blvd 0.21 A2 4 50% $ 1,057,000.00 11-H Weber Rd Schanen Blvd Wickersham St 0.44 A2 4 50% $ 2,215,000.00 11-I Weber Rd Wickersham St Capitol Or 0.16 A2 4 50% $ 805,500.00 w 11-J Weber Rd Capitol Or Saratoga Blvd 0.2 A2 4 50% $ 1,007,000.00 •2 11-K Weber Rd Saratoga Blvd Acushnet Or 0.15 A3 6 50% $ 960,500.00 _ 11-L Weber Rd Acushnet Or Bratton Rd 0.35 A3 6 50% $ 2,241,000.00 11-M Weber Rd Bratton Rd Aaron Or 0.25 A3 6 50% $ 1,601,000.00 _ 11-N Weber Rd Aaron Or Yorktown Blvd 0.27 A3 6 50% $ 1,729,000.00 11-0 Weber Rd Yorktown Blvd Oso Creek 0.38 A3 6 50% $ 2833,000.00 v'or 11-Q Carrel LnW Wickersham St(PR Segment) Masterson Or 0.3 Cl 2 100% $ 1p89,000.00 11-T Allencrest Or(PR Segment) Carmago Or Saratoga Blvd 0.25 C12 100% $ 1,241,000.00 11-U Norchester Or Glenway St Saratoga Blvd 0.26 Cl 2 100% $ 1,291,000.00 11-V Wickersham St Carroll Ln W Carroll Ln E 0.04 Cl 2 100% $ 199,000.00 11-W Wickersham St ICarroll LnE I Norchester Or 0.12 Cl 2 100% 1$ 596,000.00 11-X Kram St IBratton Rd Weber Rd 0.35 Cl 2 100% $ 1,737,000.00 11-Y Kostoryz Rd(PR Segment) Saratoga Blvd Brezina Rd 1.06 A3 6 100% $ 14,965,000.00 11-Z Kostoryz Rd(PR Segment) Brezina Rd Webber Rd 0.22 A3 6 100% $ 2,817,000.00 $ 51,327,000.00 Ilpape-dawson.comisatpoll231831001TraKiclTraKiclWordlRoadwayClPReportl230919al.docx 25 PAPE-DAWSON ��ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas SOUTHSIDE 2(SERVICE AREA 12)PROJECT LIST Service Area Project Number Roadway From To Length(mi) MTP Designation MTP Lanes%In Service Area Total Project Cost in Service Area 12-A Weber Rd SH 358 Tiger Ln 0.25 A2 4 50% $ 1,258,500.00 12-C Weber Rd Tiger Ln Capri or 0.30 A2 4 50% $ 1,510,000.00 12-D Weber Rd Capri or Holly Rd 0.19 A2 4 50% $ 968,000.00 12-E Weber Rd Holly Rd Schanen Blvd 0.21 A2 4 50% $ 1,059,000.00 12-F Weber Rd Schanen Blvd Wickersham St 0.44 A2 4 50% $ 2,237,500.00 12-G Weber Rd Wickersham St Capitol or 0.16 A2 4 50% $ 803,500.00 12-H Weber Rd Capitol or Saratoga Blvd 0.20 A2 4 50% $ 984,000.00 12-1 Weber Rd Saratoga Blvd Acushnet or 0.15 A3 6 50% $ 975,000.00 12-J Weber Rd Acushnet or Bratton Rd 0.35 A3 6 50% $ 2,231,500.00 12-K Weber Rd Bratton Rd Aaron or 0.25 A3 6 50% $ 1,592,000.00 12-L Weber Rd Aaron or Yorktown Blvd 0.27 A3 6 50% $ 1,759,500.00 12-N Yorktown Blvd Weber Rd Sun Valley or 0.33 A3 6 50% $ 2,143,000.00 G 12-0 Yorktown Blvd Sun Valley or Oso Pkwy 0.74 A3 6 50% $ 5,088,000.00 •2 12-P Yorktown Blvd Oso Pkwy Everhart Rd 0.45 A3 6 50% $ 2,898,500.00 12-Q Yorktown Blvd Everhart Rd Lipes Blvd 0.41 A3 6 50% $ 2,655,500.00 12-R Yorktown Blvd Lipes Blvd SStaples St 0.59 A3 6 50% $ 4,125,500.00 12-S Yorktown Blvd SStaples St Loire Blvd 0.45 A3 6 50% $ 2,906,500.00 12-T Yorktown Blvd Loire Blvd Cimarron Blvd 0.55 A3 6 50% $ 3,869,500.00 N 12-U Everhart Rd Woolridge Rd Congressional or 0.29 Al 4 100% $ 2,171,000.00 12-V Everhart Rd Congressional or Saratoga Blvd 0.35 Al 4 100% $ 2,669,000.00 12-AC S Staples St Saratoga Blvd Timbergate or 0.50 A3 6 100% $ 7,153,000.00 12-AD SStaples St Timbergate or Lipes Blvd 0.50 A3 6 100% $ 7,108,000.00 12-AE SStaples St Lipes Blvd Yorktown Blvd 0.50 A3 6 100% $ 7,108,000.00 12-AF Lipes Blvd SStaples St Gingerberry or 0.27 C3 4 100% $ 1,766,000.00 12-AG Lipes Blvd Gingerberry or Spanish Wood or 0.12 C3 4 100% $ 771,000.00 12-AH Lipes Blvd Spanish Wood or Brockhampton St 0.36 C3 4 100% $ 2,358,000.00 12-AI Lipes Blvd Brockhampton St Cimarron Blvd 0.26 C3 4 100% $ 1,670,000.00 12-A1 Patti or Commonwealth or Timbergate or 0.17 Cl 2 100% $ 867,000.00 12-AK Simpson Dr(PR Segment) I Saratoga Blvd I Dunbarton Oak or 0.19 Cl 2 100% $ 945,000.00 $ 73,651,000.00 SOUTHSIDE 4(SERVICE AREA 13)PROJECT LIST Service Area Project Number Roadway Limits Length(mi) MTP MTP %in Total Project Cost From To Designation Lanes Service in Service Area 13-A Yorktown Blvd Weber Rd Sun Valley or 0.33 A3 6 50% $ 2,113,500.00 13-B Yorktown Blvd Sun Valley or Oso Pkwy 0.74 A3 6 50% $ 5,086,000.00 13-C Yorktown Blvd Oso Pkwy Everhart Rd 0.45 A3 6 50% $ 2,881,000.00 13-D Yorktown Blvd Everhart Rd Lipes Blvd 0.41 A3 6 50% $ 2,625,000.00 13-E Yorktown Blvd Lipes Blvd S Staples St 0.59 A3 6 50% $ 4,125,500.00 13-G Yorktown Blvd S Staples St Loire Blvd 0.45 A3 6 100•/. $ 5,762,000.00 G 13-H Yorktown Blvd Loire Blvd Cimarron Blvd 0.55 A3 6 100•. $ 7,739,000.00 13-1 Yorktown Blvd Cimarron Blvd 309'W of W Logan or 0.6 A3 6 100•. $ 8,380,000.00 w 13-J Yorktown Blvd 309'W of Logan or Rodd Field Rd 0.39 A3 6 100•. $ 4,994,000.00 v 13-K Yorktown Blvd Rodd Field Rd Freds Folly or 0.47 A3 6 100•. $ 6,019,000.00 13-L Yorktown Blvd Freds Folly or 1274'E of Starry Rd 0.77 A3 6 100• $ 10,556,000.00 13-M Yorktown Blvd 1274'E of Starry Rd Cayo del Oso(Water Feature) 0.36 A3 6 100•. $ 4,610,000.00 13-Q S Staples St Oso Pkwy 185'E of S Oso Pkwy 0.71 A3 6 100•/. $ 9,730,000.00 13-W Road H/Dalmation or Safety Steel or lRodd Field Road 0.20 Cl 2 100• $ 993,000.00 13-AB Rodd Field Rd(PR Segment) PR E-W Segment Oso Pkwy 0.42 A3 6 100.1 $ 5,378,000.00 13-AC Rodd Field Rd(PR Segment) Oso Pkwy City Limits 0.47 A3 6 100•. $ 6,019,000.00 13-AF Oso Pkwy lYorktown Blvd lRodd Field Rd(PR Segment) 2.00 PI 2 100• $ 14,222,000.00 13-AG Oso Pkwy Rodd Field Rd(PR Segment) I Cimarron Blvd 1.15 Pl 2 100• $ 7,969,000.00 $ 109,202,000.00 Ilpape-dawson.comisatpoll231831001TraKiclTraKiclWordlRoadwayClPReportl230919al.docx 26 PAPE-DAWSON ��ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas SOUTHSIDE 3(SERVICE AREA 14)PROJECT LIST Limits MTP MTP %in Service Total Project Cost Service Area Project Number Roadway Length From To Designation Lanes Area in Service Area 14-D Paul Jones Ave SH 358 1540'S of SH 358 0.29 C3 4 100% $ 1,895,000.00 14-E Paul Jones Ave 1540'S of SH 358 Holly Rd 0.50 C3 4 100% $ 3,231,000.00 14-F Holly Rd Rodd Field Rd Lexington Rd 0.50 Al 4 100% $ 4p85,000.00 14-G Holly Rd Lexington Rd Ennis Joslin Rd 0.28 A3 6 100% $ 3,641,000.00 14-H Holly Rd Ennis Joslin Rd Paul Jones Ave 0.47 A2 4 100% $ 4,759,000.00 14-J Woolridge Rd Rodd Field Rd Victoria Park Dr 0.63 A2 4 100% $ 7,047,000.00 14-K Woolridge Rd Victoria Park Dr Ennis Joslin Rd 0.15 A2 4 100% $ 1,531,000.00 14-L Lipes Blvd Cimarron Blvd Bronx Dr 0.39 C3 4 100% $ 2,561,000.00 14-M Lipes Blvd Bronx Dr Airline Rd 0.31 C3 4 100% $ 2,020,000.00 14-N Yorktown Blvd Rodd Field Rd Freds Folly Dr 0.47 A3 6 100% $ 6,054,000.00 14-0 Yorktown Blvd Freds Folly Dr 1274'E of Starry Rd 0.77 A3 6 100% $ 10,566,000.00 14-P Yorktown Blvd 1274'E of Starry Rd Cayo del Oso(Water Feature) 0.36 A3 6 100% $ 4,598,000.00 14-Q Airline Rd SH 358 Williams Dr 0.28 A3 6 50% $ 1,764,500.00 14-R Airline Rd Williams Dr Holly Rd 0.55 A3 6 50% $ 3,898,500.00 14-S Airline Rd Holly Rd Cimarron Blvd 0.39 A3 6 50% $ 2,522,500.00 14-T Airline Rd Cimarron Blvd Woolridge Rd 0.17 A3 6 100% $ 2,229,000.00 14-Z Saratoga Blvd Cimarron Blvd Airline Rd 0.38 A3 6 100% $ 4,866,000.00 14-AA Saratoga Blvd Airline Rd Rodd Field Rd 0.63 A3 6 100% $ 8,764,000.00 14-AB Yorktown Blvd Cimarron Blvd 309'W of Bichon Dr 0.6 A3 6 50% $ 4,190,000.00 14-AC Yorktown Blvd 309'W of W Logan Dr Rodd Field Rd 0.39 A3 6 50% $ 2897,000.00 14-AD Williams Dr Rodd Field Dr Lexington Rd 0.51 C3 4 100% $ 4,005,000.00 14-AE Williams DrLexington Rd Ennis Joslin Rd 0.28 C3 4 100% $ 1,817,000.00 14-AG Oso Parkway Country Road 26A Country Road 26 0.52 Pl 2 100% $ 3,670,000.00 14-AH Oso Parkway Country Road 26 Yorktown Blvd 0.66 Pl 2 100% $ 4p70,000.00 14-AI Freds Folly Dr Las Bahias Dr Yorktown Blvd 0.28 Cl 2 100% $ 1,389,000.00 14-AJ Country Rd 26 330'E of Pennine Way Oso Pakway(Proposed Section) 0.18 Cl 2 100% $ 893,000.00 14-AL Country Rd 26A Country Rd 71b Cir Oso Paknvay(Proposed Section) 0.34 Cl 2 100% $ 1,688,000.00 $ 101,051,500.00 LONDON(SERVICE AREA 15)PROJECT LIST Service Area Project Number Roadway Limits Length(mi) MTP MTP %in Total Project From To Designation Lanes Service Cost 15-A S Oso Pkwy(PR Segme Deer Park Rd 20A(PR Segment) 0.6 Pl 2 100% $ 4,128,000.00 15-B S Oso Pkwy(PR Segme 20A(PR Segment) City Limits 0.3 Pl 2 100% $ 1,717,000.00 15-C 20A(PR Segment) City Limits S Oso Pkwy(PR Segment) 0.25 C3 4 100% $ 1,623,000.00 15-D CR 41 CR 20A 315'S of Mars Hill Or 0.5 C3 4 50% $ 1,970,000.00 15-E CR 41 315'S of Mars Hill Or S Staples St 0.5 C3 4 50% $ 1,970,000.00 F 15-F CR 41 S Staples St Kitty Hawk Or(PR Segment) 0.5 A2 4 50% $ 2,864,500.00 m 15-G CR 41 Kitty Hawk Or(PR Segment) City Limits 0.5 A2 4 100% $ 5,729,000.00 15-H N-S Segment 1 Kitty Hawk Or(PR Segment) City Limits 0.63 C3 4 100% $ 4,784,000.00 v .� 15-I E-W PR Segment 1 CR 41 N-S Segment 1 0.48 Cl 2 100% $ 2,381,000.00 N 15-J E-W PR Segment 1 N-S Segment 1 S Oso Pkwy 0.45 Cl 2 100% $ 2,233,000.00 15-K Kitty Hawk Or(PR Segr CR 41 N-S Segment 1 0.23 C3 4 100% $ 1,492,000.00 ,30 15-L Kitty Hawk Or(PR Seg N-S Segment 1 Kitty Hawk Or 0.12 Cl 2 100% $ 596,000.00 15-M S Oso Pkwy(PR Segme City Limits City Limits 0.7 Pl 2 100% $ 4,699,000.00 15-S E-W PR Segment 2 Lady Alexa Or City Limits 0.52 C3 4 100% $ 4,070,000.00 15-U CR 33 CR 43 Lady Claudia St 0.38 C3 4 50% $ 2,781,000.00 15-V CR 33 Lady Claudia St City Limits 0.75 C3 4 50% $ 2,035,000.00 15-W Lady Claudia St Lady Alexa Or N-S Segment 0.52 C3 4 100% $ 1,298,000.00 15-X Lady Claudia St N-S Segment 2 CR 33 0.2 C3 4 100% $ 2,465,000.00 $48,835,500.00 FLOUR BLUFF 1(SERVICE AREA 16)PROJECT LIST Limits MTP MTP %in Total Project Cost Service Area Project Number Roadway Length From To Designation Lanes Service in Service Area 16-C NAS Dr Roadway Limits Webb St 0.70 A3 6 100% $ 9,660,000.00 16-E Waldron Rd Webb St Clarice St 0.07 A2 4 100% $ 705,000.00 16-F Waldron Rd Clarice St John F Kennedy Memorial Causeway 0.30 A2 4 100% $ 3,020,000.00 16-G Waldron Rd John F Kennedy Memorial Causeway Compton Rd 0.23 A2 4 100% $ 2,316,000.00 16-H Waldron Rd Compton Rd Graham Rd 0.26 A2 4 100% $ 2,617,000.00 16-1 Waldron Rd Graham Rd Don Patricio Rd 1 0.50 A2 1 4 1 100% 1$ 5,729,000.00 16-J Waldron Rd IDon Patricio Rd IStardust Ln(PR Segment) 0.25 A2 1 4 100% $ 2,517,000.00 16-K Waldron RdStardust Ln(PR Segment) Purdue Rd 0.25 A2 4 100% $ 2,517,000.00 16-L Waldron Rd Purdue Rd Hustlin Hornet Dr 0.06 A2 4 50% $ 302,500.00 16-M Division Rd ICoastline IFlour Bluff Dr 0.72 A2 4 50% $ 3,972,500.00 $ 33,356,000.00 Ilpape-dawson.comisatpoll231831001TraKiclTraKiclWordlRoadwayClPReportl230919al.docx 27 PAPE-DAWSON ��ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas FLOUR BLUFF 2(SERVICE AREA 17)PROJECT LIST Limits MTP MTP %in Service Total Project Cost Service Area Project Number Roadway Length From To Designati Lanes Area in Service Area 17-A Yorktown Blvd Laguna Shores Rd Waldron Rd 0.88 C2 3 100% $ 5,784,000.00 17-B Yorktown Blvd Waldron Rd Flour Bluff Dr 1.00 A2 4 100% $ 11,497,000.00 17-C Yorktown Blvd Flour Bluff Or Scarlet Oak Or 0.50 A2 4 100% $ 5,771,000.00 17-D Yorktown Blvd Scarlet Oak Or Berlet Ln 0.25 A2 4 100% $ 2,553,000.00 17-E Yorktown Blvd Berlet Ln Roscher Rd 0.25 A2 4 100% $ 2,507,000.00 17-F Yorktown Blvd Roscher Rd 1894ft west of Roscher Rd 0.36 A2 4 100% $ 3,612,000.00 17-G Waldron Rd Hustlin Hornet Or Glenoak Or 0.44 A2 4 100% $ 4,389,000.00 17-H Waldron Rd Glenoak Or Caribbean Dr 0.50 A2 4 100% $ 5,735,000.00 G 17-1 Waldron Rd Caribbean Or Mediterranean Or 0.33 Al 4 100% $ 2,493,000.00 17-J Waldron Rd Mediterranean Or Yorktown Blvd 0.68 Al 4 100% $ 5,809,000.00 a 17-L Flour Bluff Or Division Rd Purdue Rd 0.25 Al 4 100% $ 1,889,000.00 17-M Flour Bluff Or Purdue Rd Glenoak Or 0.50 Al 4 100% $ 3,757,000.00 17-N Flour Bluff Or Glenoak Or Caribbean Or 0.50 Al 4 100% $ 4,511,000.00 Ri 17-0 Flour Bluff Or Caribbean Or Ramfield Rd 0.50 Al 4 100% $ 4,492,000.00 17-P Flour Bluff Or Ramfield Rd Yorktown Blvd 0.50 Al 4 100% $ 3,771,000.00 .2 17-Q Roscher Rd(PR Segment) Roscher Rd(Constructed Segment) Glenoak Or 0.05 C12 100% $ 249,000.00 17-R Purdue Rd(PR Segment) Flour Bluff Or Glenoak Or 0.85 Cl 2 100% $ 4,913,000.00 17-S Purdue Rd(PR Segment) Glenoak Or Caribbean Or 0.50 Cl 2 100% $ 3,177,000.00 17-T Golden Oak Dr(PR Segment) Caribbean Or Ramfield Rd 0.53 Cl 2 100% $ 3,325,000.00 17-V Scarlet Oak Dr(PR Segment) Yorktown Blvd Flour Bluff Or 0.70 Cl 2 100% $ 4,169,000.00 17-W Scarlet Oak Or(PR Segment) Flour Bluff Or Yorktown Blvd 0.70 Cl 2 100% $ 4,169,000.00 17-X Glenoak Or(PR Segment) Glenoak Or(Constructed Segment) Roscher Rd 0.25 Cl 2 100% $ 1,241,000.00 $ 89,813,000.00 PADRE ISLAND 1(SERVICE AREA 18)PROJECT LIST Limits MTP MTP %in Total Project Cost Service Area Project Number Roadway Length(in mi.) From To Designati Lanes Service in Service Area 18-A TX 361 Beach Access Rd 2 Sea Way Or 0.78 RA3 4 50% $ 3,642,500.00 18-B TX 361 Sea Way Or 1043'N of La Concha Blvd 0.43 RA3 4 50% $ 1,824,000.00 18-C TX 361 1043'N of La Concha Blvd 1053'S of Beach View Or 0.54 RA3 4 50% $ 2,622,500.00 18-D TX 361 1053'S of Beach View Or 1350'N of Beach View Or 0.45 RA3 4 50% $ 1,922'500.00 18-E TX 361 1350'N of Beach View Or Seacomber Or 0.23 RA3 4 50% $ 984,500.00 18-F TX 361 Seacomber Or 462'N of Porto Villageo Or 0.28 RA3 4 100% $ 2,366,000.00 18-G TX 361 462'N of Porto Vi llageo Or 1283'N of Mustang Island Estate 0.46 RA3 4 100% $ 3,890,000.00 18-H TX 361 1283'N of Mustang Island Estates D 211'N of Mariner's Or 0.51 RA3 4 100% $ 5,047,000.00 18-1 460'S of Bikini Or Access Road 2 0.58 Cl 2 100% $ 3,580,000.00 18-J Access Rd No 2 Sea Way Or(Proposed Segment) 0.79 Cl 2 100% $ 4,595,000.00 18-K Sea Way Or(Proposed Segment) 1-C 0.44 Cl 2 100% $ 2,162,000.00 18-L 1-C 1-E 0.54 C1 2 100% $ 3,393,000.00 •2 18-M 1-E Seacomber Or 0.67 Cl 2 100% $ 4,031,000.00 18-N Seacomber Or 1-G 0.29 Cl 2 100% $ 1p28,000.00 18-0 1-G 1-1 0.46 Cl 2 100% $ 2,284,000.00 18-P 1-J City Limits 0.51 Cl 2 100% $ 3,234,000.00 18-Q TX 361 1-A 0.24 Cl 2 100% $ 1,175,000.00 18-R Coastline TX 361 0.33 Cl 2 100% $ 1,649,000.00 o. 18-S TX 361 1-B 0.23 Cl 2 100% $ 1,147,000.00 18-T Coastline TX 361 0.33 Cl 2 100% $ 1,644,000.00 18-U TX 361 1-D 0.16 Cl 2 100% $ 809,000.00 18-V TX 361 Coastline 0.34 Cl 2 100% $ 1,705,000.00 18-W La Concha Blvd Coastline 0.17 Cl 2 100% $ 840,000.00 18-X 1-F TX 361 0.16 Cl 2 100% $ 780,000.00 18-Y 1-H TX 361 0.15 Cl 2 100% $ 761,000.00 18-Z 1-1 TX 361 0.15 Cl 2 100% $ 742,000.00 18-AA TX 361 Coastline 0.35 Cl 2 100% $ 1,760,000.00 18-AB TX 361 Coastline 0.36 Cl 2 100% $ 1,795,000.00 $ 61,813,000.00 PADRE ISLAND 2(SERVICE AREA 19)PROJECT LIST Limits MTP MTP %in Total Project Cost Service Area Project Number Roadway Length(in mi.) From E; Designation Lanes Service in Service Area Padre Island 2(Service Area 19) 19-A TX 361 1 Gulf Beach Access Road 3 BeachAccess;Rd2l 4.66 1 RA3 4 1 100% 15 45,791,000.00 $ 45,791,000.00 PADRE ISLAND 3(SERVICE AREA 20)PROJECT LIST Limits MTP MTP %in Total Project Cost Service Area Project Number Roadway Length(in mi.) From To Designati Lanes Service in Service Area '2 20-A TX 361 S Padre Island Or 572'East of S Padre Island Or 0.11 RA3 4 50% $ 459,500.00 20-B TX 361 572'East of S Padre Island Or Zahn Rd 0.75 RA3 4 50% $ 3,525,500.00 20-C TX 361 Zahn Rd Newport Pass Rd 1.04 RA3 4 50% $ 5,107,000.00 20-D TX 361 Newport Pass Rd Gulf Beach Access Road 3 1.19 RA3 4 50% $ 5,735,500.00 20-E Sand Dollar Ave(Proposed Section) Parc Rd 22 Packery Channel Parc Rd 1.60 Cl 2 100% $ 10,025,000.00 20-1 Parc Rd 22 Sand Dollar Ave(Proposed Sectio 0.11 Cl 2 100% $ 541,000.00 20-1 Parc Rd 22 Sand Dollar Ave(Proposed Sectio 0.11 Cl 2 100% $ 541,000.00 $ 25,934,500.00 Ilpape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReport1230919a1.docx 28 PAPE-DAWSON ��ENGINEERS ROADWAY MASTER PLAN & CAPITAL IMPROVEMENTS PLAN City of Corpus Christi, Texas PADRE ISLAND 4(SERVICE AREA 21)PROJECT LIST Limits MTP MTP Total Project Cost Service Area Project Number Roadway From To Length(in mi.) Designati Lanes %in Service Area in Service Area 'Z 21-A Sea Pines Dr(Proposed Segment( Sea Pines Dr 2,326 ft North of Sea Pines Dr 0.44 C2 3 100% $ 2,551,000.00 _ 21-B P,1Av (Proposed Segment( White Cap Blvd 1,079 ft South of White Cap Blvd 0.20 C1 2 100% $ 1,016,000.00 21-C Coral Vines St(Proposed Segment( Sea Pines Dr Allamanda Dr 0.30 C2 3 100% $ 1,740,000.00 21-E Palmic Ave 1,079 ft South of White Cap Blvd Access Rd 0.20 C1 2 100% $ 1,009,000.00 21-F Access Rd 6 504'N of Access Rd 6 0.10 C1 2 100% $ 474,000.00 21-G Palmlra Ave P.,k Rd 22 0.10 C1 2 100% $ 497,000.00 21-H Palmlra Ave(Proposed Segment( Sea Pines Dr P.,k Rd 22 0.37 C1 2 100% $ 1,536,000.00 $ 9,123,DDD.DD CONCLUSIONS AND RECOMMENDATIONS Pape-Dawson Engineers, Inc. was retained to prepare a Roadway Master Plan and associated Capital Improvement Plans in support of and Impact Fee Study.The total Capital Improvements Plan is estimated at$1.513 to support the projected 10 year growth with the City of Corpus Christi. Based on the net supply of capacity added by the proposed projects, approximately 49% of the projects would be needed to support the new vehicle trips growth. It is anticipated that this Roadway Master Plan and Capital Improvements Plan and future Impact Fee Study would be updated every five(5)years based on the Texas Local Government Code Chapter 395 requirements. A separate report would be developed if detailing the Impact Fee Calculations and Maximum Assessable Fee is the City decides to move forward with Impact Fees for Roadways. I1pape-dawson.comisatpd11231831001TraKiclTraKiclWordlRoadwayCIPReport1230919a1.d0cx 29 pq pE-DAWSON ENGINEERS APPENDICES APPENDIX A Existing Roadway Inventory NORTHWEST I(SERVICE AREA 1)EXISTING ROADWAYS = � Peak Eais[Lanes Designation Hour YIn Veh-Mi Capacity Veh-Mi Supply Veh-Mi Demand Excess Capacity-ting Deficiencies Roadway From To Length(mi) Service NB SB EB WB (Aerial) VZIDu ie Area Pk-Hr Per Lane Pk-Hr To[alt Pk-Hr To[alt Pk-Hr Veh-Mi' Pk-Hr Veh-Mi Rip ple Rd Northwert TN IH 375E Access Rd 0.14 1 1 Cl 74 100% 360 50 10 40 0 �\y z 0 Ripple Rd IH 375E Access Rd Sharpsburg Rd 0.09 1 1 Cl 74 100% 360 31 6 24 0 W - NorthwestTrl Ripple Rd Burning Tree Ln 0.31 1 1 Cl 73 100% 360 110 22 88 0 CLII� - Burning Tree Ln Northwert Trl Calallen Dr 0.03 1 1 Cl 73 100% 360 11 2 9 0 4�Viy -_ ...-in MCalallen Dr IH 0%37 0.22 1 1 Cl 0 10360 78 0 78 0 W nta Calallen Dr Burning Tree Ln Moe nta in Trl,140'Sof B erning Tree Ln 0.03 1 1 Cl 73 100% 360 10 2 8 0 Calallen Dr Mountain Trl,140'Sof BerningTree Ln WRetlbirtl Ln 0.29 1 1 Cl 73 100% 360 103 21 82 0 3� Calallen Dr IWR,dbi,tl Ln Teague Ln 0.43 1 1 Cl 290100% 360 154 124 30 0 2 Calallen Dr Teague Ln IH 69E 0.03 1 1 Cl 290 100% 360 11 9 2 0 W Retlbirtl Ln Calallen Dr IH 37 0.31 1 1 Cl 253 100% 360 111 78 33 0 E Retlbirtl Ln IH 37 RA-d Ave 0.17 1 1 Cl 24 100% 360 62 4 58 0 Sharpsburg Rd Ripple Rd Up River Rd 1.18 1 1 Cl 48 100% 360 423 57 366 0 Up River Rd Sharpsburg Rd Calliceatte Rd 0.90 1 1 Cl 63 100% 360 325 57 268 0 Up River Rd Calliceatte Rd Hart Rd 0.63 1 1 Cl 63 100% 360 225 40 186 0 Up River Rd Hart Rd Violet Rd 0.69 1 1 Cl 490 100% 360 248 338 -90 90 Up River Rd,5 of IH 37 Violet Rd Mckinzie Rd 0.67 1 1 Cl 99 100% 360 242 66 175 0 Up River Rd,5 of IH 37 Mcginzie Rd Deer Run Dr 0.38 1 1 Cl 146 100% 360 136 55 81 0 Up River Rd,5 of IH 37 Deer Run Dr Rantl Morgan Rd 1.35 1 1 Cl 192 100% 360 488 259 228 0 Up River Rd,N of IH 37 Rantl Morgan Rd 1425'W of N Clark-d Rd OA8 1 1 Cl 198 100% 360 171 90 77 0 Teague Ln Wilticat Dr Calallen Dr 0.27 1 1 Cl 0 100% 360 98 0 98 0 Wilticat Dr Northwert Blvtl Teague Ln 0.31 1 1 Cl 244 100% 360 113 76 36 0 W } Trinity River Dr Northwert Blvtl Wootl River Dr 0.20 1 1 Cl 230 100% 360 72 46 26 0 Wootl River Dr Northwert Blvd Trinity River Dr 0.10 1 1 Cl 447 100% 360 36 45 -9 9 F 0 Wootl River Dr Trinity River Dr Beal Dr 0.75 1 1 Cl 447 100% 360 268 333 -65 65 Z River Hill Dr Northwert Blvd 135'N of Fairway Dr 0.38 1 1 Cl 286 100% 360 138 110 28 0 W W CR 69 Northwert Blvd 1097'N of Northwert Blvtl 0.21 1 1 Cl 200 100% 360 75 42 33 0 CR 69 Northwert E vd 1690'S of Northwert Blvtl 0.32 1 1 Cl 200 100% 360 115 60 51 0 \ U Z CR 69 1690'S of Northwert Blvtl CR 52 0.28 1 1 Cl 200 100% 360 101 56 45 0 Northwest Blvtl 1644'W of Wright Moravek Rd Wright Moravek Rd 0.31 2 2 A2 2,243 100% 720 448 698 -250 250 LL Northwest Blvtl Wright Moravek Rd River Trail St 0.40 2 2 A2 2,243 100% 720 574 894 -320 320 AL,U^ d Northwest Blvtl River Trail St ERiverview Dr 0.41 2 2 A2 2,243 100% 720 585 912 -326 326 V/ w 0 Northwest Blvtl ERiverview Dr Wootl River Rd 0.17 2 2 A2 2,243 100% 720 251 391 -140 140 O a Northwest Blvtl Wootl River Rd Trinity River Dr/EM 1889 0.12 2 2 A2 2,243 100% 720 176 275 -98 98 r V Northwest Blvtl Trinity River Dr/EM 1889 River Hill Dr 0.43 2 2 Al 1,962 100% 540 464 843 -379 379 ` LL X Northwest Blvtl River Hill Dr CR 69 0.42 2 2 A2 3,426 100% 720 601 1,431 -829 829 r Northwest Blvtl CR 69 Riversitle Blvtl 0.27 2 2 A2 3,219 100% 720 389d69 Ldo 480 W 0 Northwest Blvtl Riversitle Blvtl Wild-Dr 0.32 2 2 A2 3,219 100% 720 455 1,017 -562 562 z Northwest Blvtl Wilticat Dr IH 69E 0.26 3 3 A2 3,533 100% 720 563 921 -358 358 V Hearn Rd Leopartl St 1273'W of Callicoatte Rd 1.38 1 1 Cl 100 100% 360 498 138 360 0 _ Heam Rd 1273'W of Callicoatte Rd Callicoatte Rd 0.24 1 1 Cl 100 100% 360 87 24 63 0 X Leopartl St IH 69E Hearn Rd 0.08 2 2 A2 1,727 50% 720 60 72 -12 12 N W Leopartl St Hearn Rd Union Padfic RR 0.82 2 2 A2 1,397 50% 720 588 571 17 0 O Leopartl St Union Padfic RR Loma Alta Rd 0.37 2 1 A2 1,151 50% 720 197 210 -13 13 Leopartl St Loma Alta Rd Callicoatte Rd 0.56 2 1 A2 1,278 50% 720 304 360 s56 56 Z EM 1889 Northwert Blvd 765'N of Lake 6rantle Ave 0.40 1 1 Cl 648 100% 360 144 260 -115 115 EM 1889 765'N of Lake 6rantle Ave Lake 6rantle Ave 0.13 1 1 Cl 648 50% 360 23 41 -18 18 EM 1889 765'N of Lake 6rantle Ave 294'S of Valley View Dr 0.10 1 1 Cl 648 50% 360 18 32 -14 14 CR 52 IH 69E 1145'W of IH 69E 0.22 1 1 C2 420 100% 360 79 92 -13 13 Loma Alta Rd Leopartl St 2057'S of Leopartl St 0.39 1 1 Cl 0 100% 360 140 0 140 0 Callicoatte Rtl Up I-Rd IH 37 0.24 1 1 Cl 504 100% 360 86 1 121 1 35 35 Callicoatte Rd IH 37 Leopartl St 0.11 1 1 Cl 520 100% 360 38 55 -17 17 Callicoatte Rtl Leopartl St Hearn Rd 0.48 1 1 Cl 520 100% 360 172 249 -77 77 g Callicoatte Rd Heam Rd 2350'5 of Heam rd 0.40 1 1 Cl 311 100% 360 159 137 22 0 4 Callicoatte Rd 2350'S of Hearn rd 4060'5 of Hearn Rd 0.33 1 1 Cl 311 100% 360 119 103 16 0 Wright Moravek Rd Northwert Blvd 1675'5 of Northwert Blvtl 0.32 1 1 Cl 63 100% 360 115 20 95 0HS Wright Moravek Rd 1675'5 of Northwert Blvtl 2245'5 of Northwert Blvtl 0.10 1 1 Cl 63 100% 360 36 6 30 0 HS 11,376 12,)59 -1,380 4,277 jc 1.0 A3 o NORTHWEST 2(SERVICE AREA 2)EXISTING ROADWAYS y Peak Hour %In Veh-Mi Veh-Mi Existing w� Exist Lanes Designation Veh-Mi Capacity Excess Capacity w Roadway From To Length(ft) Length(mi) Volume Service Supply Demand Deficiencies W (Aerial) Pk-Hr Per Lane Pk-Hr Veh-Mi3 NB SB EB WB 2021 Area Pk-Hr Total' Pk-Hr Total' Pk-Hr Veh-Mi c Z McKinzie Ln McKinzie Rd 315'W of Twin River Blvd 2164 0.41 1 1 1 Cl 82 100% 360 295 34 261 0 W McKinzie Ln 315'W of Twin River Blvd 550'E of Twin River Blvd 865 0.16 1 1 Cl 82 50% 360 59 7 52 0 Q - Up River Rd Callicoatte Rd Hart Rd 3303 0.63 1 1 Cl 44 100% 360 450 27 423 0 ww - Up River Rd Hart Rd Violet Rd 3641 0.69 1 1 Cl 90 100% 360 497 62 434 0 �Y.W _ Up River Rd,Sof IH 37 Violet Rd Mckinzie Rd 3545 0.67 1 1 Cl 99 100% 360 483 66 417 0 3 z Up River Rd,S of IH 37 Mckinzie Rd Wood Creek Dr 850 0.16 1 1 Cl 212 100% 360 116 34 82 0 8 Up River Rd,S of IH 37 Wood Creek Dr Stonewall Dr 1155 0.22 1 1 Cl 212 50% 360 79 23 56 0 Up River Rd,Sof IH 37 Stonewall Dr Carbon Plant Rd 1860 0.35 1 1 Cl 212 50% 360 127 37 90 0 Leopard St Callicoatte Rd Woodland Creek Dr 2704 0.51 2 2 A2 1948 100% 720 1,475 997 478 0 Leopard St Woodland Creek Dr Violet Rd 3700 0.70 2 2 A2 1879 100% 720 2,018 1,317 702 0 Leopard St Violet Rd Starlite Ln 2575 0.49 2 2 A2 1916 100% 720 1,405 935 470 0 Leopard St Starlite Ln McKinzie Rd 2301 0.44 2 2 A2 1553 100% 720 1,255 677 578 0 H-.Rd Callicoatte Rd Dunstain St 2640 0.50 1 1 Cl No Counts 100% 360 360 0 Frontier Dr Rockwood St McKinzie Rd 2171 0.41 1 1 Cl No Counts 100% 360 296 0 Will owood Creek Dr Violet Rd Sandy Hollow Creek Dr 2450 0.46 1 1 Cl No Counts 100% 360 334 0 - Haven Dr Violet Rd Widgeon Dr 2040 0.39 1 1 Cl 288 100% 360 278 111 167 0 N Haven Dr Widgeon Dr New PR Roadway 2355 0.45 1 1 Cl 288 100% 360 321 129 193 0 Q _ Haven Dr New PR Roadway Warrior 1790 0.34 1 1 Cl 288 100% 360 244 98 146 0 Lu } Haven Dr Warrior Mckinzie Rd 3203 0.61 1 1 Cl 288 100% 360 437 175 262 0 Callicoatte Rd Up River Rd IH 37 1270 0.24 1 1 Cl 72 50% 360 87 9 Z80 Q F 0 Callicoatte Rd IH 37 Leopard St 580 0.11 1 1 Cl 504 50% 360 40 28 12 0 W D Z Callicoatte Rd Leopard St Hearn Rd 2580 0.49 1 1 Cl 520 50% 360 176 127 49 0 W Callicoatte Rd Hearn Rd New PR E-W Roadway 2360 0.45 1 1 Cl 311 50% 360 161 69 91 0 V = Z Callicoatte Rd New PR E-W Roadway City Limits 1740 0.33 1 1 Cl 311 50% 360 119 51 67 0 N>N U Hart Road Up River Road IH 37 423 0.08 1 1 Cl 46 100% 360 58 4 54 0 Ll. (n } Woodland Creek Dr Leopard St 580'S of Caliche Creek Dr 2905 0.55 1 1 Cl No Counts 100% 360 396 - - 0 Lu a Violet Rd Up River Rd IH 37 260 0.05 1 1 Cl 1381 100% 360 35 68 -33 33 Violet Rd IH 37 Up River Rd,Sof IH 37 200 0.04 1 1 Cl 1381 100% 360 27 52 -25 25 L Violet Rd Up River Rd,Sof IH 37 Leopard St 1863 0.35 2 2 C3 1381 100% 315 445 487 -43 43 N 0 U 0 0 Violet Rd Leopard St Willowood Creek Dr 3808 0.72 2 2 Al 1309 100% 540 1,558 944 614 0 LL Violet Rd Willowood Creek Dr Starlite Ln 1577 0.30 2 2 Al 456 100% 540 645 136 509 0 (n 0 Ur Violet Rd Ruh te Ln New PR E-W Roadway 1807 0.34 1 1 Cl 382 100% 360 246 131 116 0 W } Z Violet Rd New PR E-W Roadway Haven Dr 1085 0.21 1 1 Cl 382 100% 360 148 79 69 0F Violet Rd Haven Dr City Limits 1270 0.24 1 1 Cl 382 100% 360 173 92 81 0 = U (n Session Rd McKinzie Rd IH 37 1922 0.36 1 1 Cl 57 100% 360 262 21 241 0 X Starlite Ln Leopard St Sunny Dr 3655 0.69 1 1 Cl 294 100% 360 498 203 295 0 N W Starlite Ln Sunny Dr Violet Rd 2047 0.39 1 1 Cl 41 100% 360 279 16 263 0 LOL Rockwood St/Warrior Frontier Dr Haven Dr 2250 0.43 1 1 Cl No Counts 100% 360 307 - - 0 z McKinzie Rd Sessions Rd Mckinzie Ln 2632 0.50 1 1 Cl 341 100% 360 359 170 189 0 McKinzie Rd Mckinzie Ln IH 37 1043 0.20 1 1 Cl 341 100% 360 142 67 75 0 McKinzie Rd IH 37 Up River Rd,Sof IH 37 390 0.07 2 2 Al 1307 100% 540 160 97 63 0 McKinzie Rd Up River Rd,Sof IH 37 Creek View Dr 950 0.18 2 2 Al 1307 100% 540 389 235 153 0 McKinzie Rd Creek View Dr Leopard St 1595 0.30 2 2 Al 1300 50% 540 326 196 130 0 McKinzie Rd Leopard St Frontier Dr 1780 0.34 2 2 Al 944 50% 540 364 159 205 0 McKinzie Rd Frontier Dr Haven Dr 2235 0.42 2 2 Al 522 50% 540 457 111 347 0 McKinzie Rd Haven Dr New PR E-W Roadway 1 2615 0.50 1 1 Cl 351 50% 360 178 87 91 0 12- a McKinzie Rd New PR E-W Roadway 1 New PR E-W Roadway 2 2685 0.51 1 1 Cl 351 50% N218 89 94 0 23 McKimRd New PR E-W Roadway2 City Limits 2835 0.54 1 1 Cl 351 50% 360 193 94 99 0HS T 18,586 8,511 1 8,382 1 100 HS Jc 1.0 `a3 ffJ o qW Wx o� CL _ NORTHWEST 3(SERVICE AREA 3(EXISTING ROADWAYS 1k' lul Peak Hour In ¢ Roadwa From To Length ft Length Exist Lanes Designation Veh-Mi Capacity Veh-Mi Supply Veh-Mi Demand Exress Capacity Existing Deficiencies 3 y g (( g (mi( Volume Service (Aerial( Pk-Hr Per Lane Pk-Hr Total' Pk-Hr Total' Pk-Hr Veh-Mi3 Pk-Hr Veh-Mi NB SB EB WB 2D21 Area „ Up River Rd S of IH 37 Wood Creek Dr Deer Run 1160 0.22 1 1 Cl 212 50% 360 79 23 56 0 Up River Rd S of IH 37 Deer Run Rand Morgan Rd 7150 1.35 1 1 Cl 223 100% 360 975 302 673 0 Stonewall Dr Charles Dr Deer Run Dr 471 0.09 1 1 Cl No Counts 100% 360 64 0 Leopard St MCKinzie Rd Charles Dr 1600 0.30 2 2 A2 1,466 100% 720 873 444 429 0 Leopard St Charles Dr Buckingham St 6301 1.19 2 2 A2 1,263 100% 720 3,437 1,507 1,930 0 Leopard St Buckingham St Rand Morgan Rd 1701 0.32 2 2 A2 1,118 100% 720 928 360 568 0 Leopard St Rand Morgan Rd N Clarkwood Rd 4188 0.79 2 2 A2 657 100% 720 2,284 521 1,763 0 Oregon Trl Rhumba TH Rand Morgan Rd 1954 0.37 1 1 1 Cl NOCounts 100% 360 266 0 TX 44 Rantl Morgan Rd FM 2292 2465 0.47 2 2 Al 287 100% 540 1,009 134 874 0 M TX 44 FM 2292 NClarkwood Rd 1345 0.25 2 2 Al 287 100% 540 550 73 477 0 CR 36 Gaviota St SClarkwood Rd 1762 0.33 1 1 Cl No Counts 50% 360 120 0 Q _ MCKinzie Rd Creek View Dr Leopard St 1595 0.30 2 2 Al 1,300 50% 540 326 196 130 0 W } MCKinzie Rd Leopard St Frontier Dr 1790 0.34 2 2 Al 944 50% 540 364 159 205 0 MCKinzie Rd Frontier Dr Haven Dr 2235 0.42 2 2 Al 522 50% 540 457 111 347 0 Q F 0 MCKinzie Rd Haven Dr New PR E Roadway 1 2615 0.50 1 1 Cl 351 50% 360 178 87 91 0 W Z (� MCKinzie Rd New PR E Roadway 1 New PR E-W Roadway 2 2695 0.51 1 1 Cl 351 50% 360 183 B9 94 0 Z MCKinzie Rd New PR E-W Roadway2 City Limits 2935 0.54 1 1 Cl 351 50% 360 193 94 99 0 U Charles Dr Stonewall Dr Leopard St 1645 0.31 1 1 Cl No Counts 100% 360 224 - - 0 > (� Z Deer Run Up River Rd Stonewall Dr 1430 0.27 1 1 Cl No Counts 100% 360 195 - - 0 N } Rand Morgan Rd Up River Rd,140'N of IH 37 IH 37 140 0.03 1 1 Cl981 100% 360 19 26 -7 7 Rand Morgan Rd IH 37 Up River Rd,180'S of IH 37 180 0.03 1 1 Cl 981 100% 360 25 33 -9 9 ,W,^ d Rand Morgan Rd Up River Rd,180'S of IH 37 Leopard St 2965 0.56 1 1 Cl 981 100% 360 404 551 -146 146 v/ w Q Rand Morgan Rd Leopard St OregonTH 2348 0.44 1 1 Cl 868 100% 360 320 386 -66 66 M 0 Q Rand Morgan Rd Oregon TH 1540'S of MCNorton Rd 0.69 1 1 Cl 328 100% 360 497 226 270 0 V 0 Rand Morgan Rd 1540'Sof MCNorton Rd 3565'S of MCNorton Rd 0.38 1 1 Cl 328 100% 360 274 125 149 0er,n^v/ 0 LL Rand Morgan Rd 3565'Sof MCNorton 24785'Sof MCNorton Rd 0.23 1 1 Cl 328 100% 360 166 75 90 0 (' Rand Morgan Rtl 4785'Sof MCNorton Rd 2650'N of Agnes St 0.60 1 1 Cl 328 100% 360 432 197 235 0 W F Z Rand Morgan Rd 2650'N of Agnes St Agnes St 0.50 1 1 Cl 321 k 360 360 161 199 0 F N Clarkwood Rd Leopard St 3260'N of Setlwick Rd 0.80 1 1 Cl 70 360 288 28 260 0 = V U) N Clarkwood Rd 3260'N of Setlwick Rd Setlwick Rd 0.62 1 1 Cl 36 360 223 11 212 0 X N Clarkwood Rd Setlwick Rd Alpine St 0.51 1 1 Cl 36 360 184 9 174 0 N W NClarkwood Rd Alpine St 1070'Sof Alpine St 0.20 1 1 Cl 36 360 72 4 68 0 LOL S Clarkwood Rd Agnes St 1X44 0.25 1 1 Cl 291 360 183 74 109 0 S Clarkwood Rtl TX 44 CR 36 0.76 1 1 Cl 194 360 549 147 4010zSClaCR 36 McGloin Rtl 0.43 1 1Cl 194 360 312 84 228 0 17,D14 6,238 9,9D5 228 'z1p,121 HS HS jc 1.0 A3 ffJ o qW CL o CC AIRPORT 1(SERVICE AREA 4 EXISTING ROADWAYS Peak Hour W Exirt Lanes Designation %In Service Veh-Mi Capacity Veh-Mi Supply Veh-Mi Demand Excess Capacity Exirting Deficiencies w Roadway From To Length(ft) Length(.I) VolumeA3 erial� 2021 Area Pk-Hr Per Lane Pk-Hr Totalr Pk-Hr Total' Pk-Hr Veh-Mi' Pk-Hr Veh-Mi 8 w NB SB EB WB 2 Leopard St Ndarkwood Rd Tulom Rd 4288 0.81 2 2 A2 602 10 6 720 2,339 489 1,850 Leopard St Tuloso Rd Suntlde Rd 1266 0.24 2 2 A2 602 100% 720 691 144 546 Leopard St Suntlde Rd Rhew Rd 1228 0.23 2 2 A2 585 106 720 670 136 534 Leopard St Ph-Rd Southern Minerals Rd 5074 0.96 2 2 A2 585 106 720 2,768 562 2,205 Leopard St Southern Minerals Rd Corn Product,Rd 5824 1.10 2 2 A2 577 106 720 3,177 637 2,540 Leopard St Corn Product,Rd Berrys Rd/N Lexington Blvd 2680 0.51 2 2 A2 577 5M 720 731 146 584 Leopard St Berrys Rd/N Lerington Blvd Lantana St2706 0.51 2 2 Al 684 5M 540 1 554 175 1 378 88 Leopard St Lantana St NPadre Island Dr 782 0.15 2 3 Al 684 5M 540 200 51 149 Sedwlck Rd N darkwood Rd Manning Rd 4165 0.79 1 1 Cl 11 10 6 360 568 9 559 Sedwlck Rd Manning Rd Rhew Rd 2045 0.39 1 1 Cl 11 106 360 279 4 275 Sedwlck Rd Rhew Rd Southern Minerals Rd 4547 0.86 1 1 Cl 11 106 360 620 10 610 Alpine St Ndarkwood Rd Manning Rd 4161 0.79 1 1 C2 0 10 6 300 473 0 473 Q _ Hopkins Rd Railroad Corn Product,Rd 2699 0.51 1 1 Cl 128 10 6 360 368 65 - N } Hopkins Rd Corn Product,Rd NLerington Blvd 5318 1.01 1 1 Cl I 10 6 360 725 47 678 Lu Agnes St Talbert Rd Helnmhn Rd 3022 0.57 2 2 A2 68 106 720 1,648 39 1,609 F 0 Agn,,St HelnsohnRd NPadre Island Dr 2796 0.53 2 2 A2 52 10 6 720 1,525 28 1,498 < V) z Ndarkwood Rd Alpine St Sedwlck Rd 2678 0.51 1 1 Cl 45 5M 360 183 11 171 W Lu NCarkwood Rd Sedwlck Rd 870'5 of Caroline Rd 3270 0.62 1 1 Cl 36 5M 360 223 11 212 U Z Ndarkwood Rd 870'5 of Caroline Rd Leopard St 4250 0.80 1 1 Cl 70 5M360 290 28 262 V N darkwood Rd Leopard St IH 37 2402 0.45 1 1 Cl 45 5M 360 164 10 154 Ndarkwood Rd IH 37 Up River Rd 1120 0.21 1 1 Cl 71 5M 360 76 8 69 j a Up River Rd 970'--f N darkwood Rd N 0--d Rd 970 0.18 1 1 Cl 196 10 6 360 132 36 96 W d Up River Rd Ndarkwood Rd 1110'Eastof N darkwood Rd 1110 0.21 1 1 Cl 179 10 6 360 151 38 114 ,V^) Tul oso Rd Up River Rd IH 37 1244 0.24 1 1 Cl 132 106 360 170 31 139 V/ 0 Tul oso Rd IH 37 Leopard St 2444 0.46 1 1 Cl 116 106 360 333 54 280 O Q Suntlde Rd Up River Rd IH 37 1211 0.23 1 1 Cl 283 106 360 165 65 100 LL Suntlde Rd IH 37 Leopard St 2462 0.47 1 1 Cl 248 106 360 336 115 220 r Southern Minerals Rd Up River Rd IH 37 2601 0.49 1 1 Cl 198 106 360 355 97 257 O Southern Minerals Rd IH 37 Leopard St 1308 0.25 1 1 Cl 232 106 360 178 57 121 O Z Southern Minerals Rd Leopard St Sedwlck Rd 2530 0.48 1 1 Cl 75 106 360 1 345 36 309 F F N Lering-Blvd Leopard St Lantana St 3302 0.63 1 1 Cl 139 10 6 360 450 87 363 Ln N Lering-Blvd Lantana St Hopkins Rd 1470 0.28 1 1 Cl 139 10 6 360 200 39 162 LL X Lantana St Leopard St NLerington Rd 2558 0.48 1 1 Cl 255 106 360 349 123 225 Q W Corn Produce Rd IH 37 Leopard St 1637 0.31 2 2 A2 450 106 720 893 140 753 Corn Produce Rd Leopard St Hopkins Rd 4879 0.92 1 1 Cl 125 106 360 665 116 549 Manning Rd Sedwlck Rd Alpine Rd 2664 0.50 1 1 Cl 21 106 360 363 11 353 U Manning RdAlpine Rd Railroad 2922 0.55 1 1 Cl 21 106 360 398 12 387 Manning Rd Rall road 7 44 210 0.04 1 1 Cl 21 10 6 360 29 1 28 Ph-Rd Leopard St 5=d-k Rd 4657 0.88 1 1 Cl 0 10 6 360 635 0 635 Bronm Rd I Sedwlck Rd Railroad 5564 1.05 1 1 Cl 53 106 360 759 56 703 B,.,,.Rd Railroad T%A4 269 0.05 1 1 Cl 53 106 360 37 3 34 25,219 3,726 21,488 o 1p,121 IRS IRS jc 1.0 `a3 ffJ o qW Wx o� CL _ 4W - CC AIRPORT 2(SERVICE AREA 5)EXISTING ROADWAYS Peak Ezisl Lanes Designation Hour bIn Veh-Mi Capacity Veh-Mi Supply Veh-Mi Demantl Excess Capacity Ezisling Deficiencies R-d—y From To Length(k) Length(mi) Service (Aerial) Volume Area Pk-Hr Per Lane Pk-Hr Total' Pk-Hr Total Pk-Hr Veh-Mi' Pk-Hr Veh-Mi NB SB EB WB 2021 FM 665 N Padre Island Dr Jr Beck Dr 3135 0.59 1 1 Cl 688 50% 360 214 204 9 0 FM 665 Jr Beck Dr Joe Mireur Rd(New Segment) 660 0.13 1 1 Cl 683 50% 360 45 43 2 0 FM 665 Joe Mireur Rd(New Segment) Heinsohn Rd(New Segment) 2110 0.40 1 1 Cl 683 50% 360 144 137 7 0 FM 665 Heinsohn Rd(New Segment) Westside New Segment 2845 0.54 1 1 Cl 683 50% 360 194 184 10 0 LU FM 665 Westside New Segment Saratoga Blvd 2880 0.55 1 1 Cl 683 50% 360 196 186 10 0 LL O Talbert Rd(NS) Joe Mi,eur Rd TX 44 4103 0.78 1 1 Cl 100% 360 560 0 560 0 Q F F Bear Ln Joe Mireur Rd Hensohn Rd 4843 0.92 11 Cl 41 100% 360 660 37 623 0 Ln Z Bear Ln Hensohn Rd Junior Beck Dr 2464 0.47 1 1 C1 41 100% 360 336 19 317 0 W = j Bear Ln Junior Beck Dr N Padre Island Dr 610 0.12 1 1 Cl 391 100% 360 83 45 38 0 V Z Heinsohn RD Agnes St TX 44 1390 0.26 C1 23 100% 360 0 6 -6 6 > V Heinsohn RD TX-44 Talbert Ln(E-W)Proposed Segment 1275 0.24 1 1 C1 23 100% 360 174 5 168 0 j }Q Heinsohn RD Talbert Ln(EW)Proposed Segment Bates Rd(Proposed Segment) 2580 0.49 Cl 23 100% 360 0 11 -11 11 W,^ Heinsohn RD Bates Rd(Proposed Segment) Bear In 2605 0.49 Cl 23 100% 360 0 11 -11 11 V/ w 0 Joe Mireur Rd TX 44 Talbert Ln 2522 0.48 1 1 C1 16 100% 360 344 8 336 0 a [11 Mireur Rd Talbert Ln Bates Rd(Proposed Segment) 2490 0.47 Cl 16 100% 360 0 7 -7 7 (V V O MireurRd Bates Rd(Proposed Segment) Bear In 2650 0.50 1 1 Cl 16 100% 360 361 8 353 0LLW BkDrBear Ln New Roadway Segment 2700Cl100% 603680368 0 0 unior Beck Dr New Roadway Segment FM 665 2315 0.44 Cl 100% 360 0 0 0 0 O F Z 3,679 912 2,768 35 a U X a W U U HS HS jc 1.0 `a3 WESTSIDE 1(SERVICE AREA 6)EXISTING ROADWAYS vi y Exist Lanes Veh-Mi Capacity Veh-Mi Supply Veh-MiT.tal Er cess Capacity Existing Deficiencies Roadway From To Length(R� Length(..) Designation(Aeri.1) Peak Hour Volume Yin Service Area NB SB EB WB Pk-Hr Per Lane Pk-Hr Total Demand Pk-Hr PIH,Veh-Mi Pk-Hr Veh-Mi m w Greenwo otl Dc SH 358 Tmla.Dr 1320 0.25 2 2 Al 1658 100% 540 540 414 126 0 % 6reenwootl Dr -p.Dr WPoint Rd 1690 0.32 2 2 Al 1658 100% 540 691 531 161 0 IQ u) 6reenwootl Dr WPoint Rd 6ollihar Rd 1003 0.19 2 2 Al 1199 100% 540 410 228 183 0 - 6ree.-d Dr 6ollihar Rd Home Rd 2640 0.50 2 2 Al 923 100% 540 1,080 462 618 0 Q y - Greenwo otl Dr Home Rd -l..St 3960 0.75 2 2 0 927 100% 315 945 695 250 0 Viy - 6ree.-d Dr Tarlton St Md-Blvtl 2640 0.50 2 2 C3 569 100% 315 630 284 346 0 CLW Greenwo otl Dr Baltlwin Blvtl SPort Ave 1109 0.21 2 2 C3 316 100% 315 265 66 198 0 W Point Rd SH 358 Angela Dr 2218 0.42 1 1 Cl 369 100% 360 302 155 148 0 3 W Point Rd Angela Dr Columbia St 1901 0.36 1 1 Cl 369 100% 360 259 133 127 0 8 W Point Rd Columbia St 6reenwootl Dr 1426 0.27 1 1 Cl 459 100% 360 190 124 70 0 Trolan Dr 6reenwootl Dr Caste...St 1359 0.26 1 1 Cl 427 100% 360 185 110 75 0 Trolan Dr Castenon St T%286 2712 0.51 1 1 Cl 427 100% 360 370 219 151 0 Castenon St Trolan Dr Castenon St N 2056 0.39 1 1 Cl No Counts 100% 360 280 0 6ollihar Rd 6reenwootl Dr T%286 4130 0.78 2 2 Al 562 100% 540 1,690 439 1,250 0 Columbia St SH 358 W Point Rd 2231 0.42 1 1 Cl 304 100% 360 300 128 176 0 Columbia St W Point Rd Horne Rd 4291 0.81 1 1 Cl 366 100% 360 585 297 288 0 Airport Rd Home Rd Old Brownsville Rd 5016 0.95 2 2 C3 496 100% 315 1,197 471 726 0 Airport Rd Old Brownsville Rd Santa Elena St 1620 0.31 2 2 C3 804 100% 315 387 247 140 0 _ Airport Rd Santa Elena St Baltlwin Blvtl 1396 0.26 2 2 C3 326 100% 315 333 86 247 0 Airport Rd Baltlwin Blvtl Agnes St 1326 0.25 2 2 C3 591 1 100% 315 316 148 168 0 Old Robstone Rd Agnes St Up River Rd 4119 0.78 1 1 C2 610 100% 300 468 476 -8 8 - Old Robstone Rd Up River Rd Leopartl St 842 0.161 1 C2 476 100% 300 96 76 20 0 N.eces Bay Blvtl Leopartl St Butltly Lawrence Blvtl 862 0.16 2 2 C3 334 100% 315 206 54 151 0 /W O N.eces Bay Blvtl Butltly Lawrence Blvtl 1-37 942 0.18 2 2 C3 334 100% 315 225 60 165 0 yI Leopartl Street Corn Pmtl.Rs Rd Benys Rd 2691 0.51 2 2 A2 684 50% 720 730 174 559 0 Q (n Z Leopartl Street Benys Rd Lantana Rd 2692 0.51 2 2 Al 684 50% 540 551 174 376 0 W W W Leopartl Street Lantana Rd SH 358 746 0.14 2 2 Al 684 50% 540 153 48 100 0 Leopartl Street SH 358 MCBritle Ln 1731 0.33 2 2 Al 1056 i22% 540 708 346 362 0 U (� Z Leopartl Street MCBritle In Nansas City S..them Railway Tack 2212 0.42 2 2 Al 1012 100% 540 905 424 481 0 j a Leopartl Street ga-City S..them Railway Tack N Navigation Blvtl 900 0.17A2 A2 1225 100% 720 491 209 282 0 Leopartl Street N Navigation Blvtl Ba tllwi.Blvtl 462 0.09 2 2 Al 1314 100% 540 189 115 74 0 W 0 Leopartl Street -16i.Blvtl Up River Rd 5764 1.09 2 2 Al 722 100% 540 2,358 788 1,570 0 ,^ Leopartl Street Up River Rd Old Robstown Rd 1840 0.35 2 2 Al 476 100% 540 753 166 587 0 V, Q Q Leopartl Street Old Robstown Rd Nueces Bay Blvtl 191 0.04 22 Al 349 100% 540 78 13 66 0 L) O Leopartl Street Nueces Bay Blvtl Butltly Lawrence Blvtl 1778 0.34 2 2 A2 349 100% 720 970 118 852 0 LL Leopartl Street Butltly Lawrence Blvtl NPort Ave 2477 0.47 2 2 Al 450 100% 540 1,013 211 802 0 W O Leopartl Street N Port Ave 65'East of Antelope St 1362 0.26 2 2 Al 450 100% 540 557 116 441 0 Q F Z Up River Rd Dunn Mea.y rd Lantana Rtl 1198 0.23 1 1 C3 234 50% 315 71 27 45 0 ,^ Up River Rd Lantana Rtl m ritle Ln 3004 0.64 1 1 C3 280 50% 315 203 90 113 0 F` V Up River Rd MCBritle In I<--City S..them Railway Tack 1113 0.21 1 1 C3 272 50% 315 66 29 38 0 r,^ X Up River Rd K--City Southem Railway Tack N Navigation Blvtl 798 0.15 1 1 C3 272 50% 315 48 21 27 0 Ln W Up River Rd N Navigation Blvtl 1-37 4398 0.83 1 1 Cl 260 50% 360 300 108 191 0 W Up River Rd 1-37 Leopartl St 3676 0.70 2 2 C3 416 100% 315 877 289 588 0 Up River Rd Leopartl St Old Robstown Rd 1253 0.24 2 2 C3 398 100% 315 299 95 200 0 Up River Rd Old Robstown Rd Palm Dr 3051 0.582 2 C3 440 100% 315 728 254 474 0 Lipa.St Palm Dr N Port Ave 1324 0.25 2 2 C3 287 100% 315 316 72 240 0 Lipa.St N Port Ave N 19th St 1450 0.27 2 2 C3 298 100% 315 346 82 260 0 Lipa.St N 19th St T%286 1084 0.21 2 2 C3 298 100% 315 259 61 197 0 Comanche St T%286 N19th St 1455 0.28 1 1 Cl 465 100% 360 198 128 70 0 Comanche St N1.1,St NPort Ave 1449 0.27 1 1 Cl 465 100% 360 198 128 70 0 Comanche St NPort Ave Lipa.St 1462 0.28 1 1 Cl 465 100% 360 199 129 71 0 N 19th St Lipa.St Comanche St 677 0.13 1 1 Cl 225 100% 360 92 29 63 0 N 19th St Comanche St 275'N of Laretlo St 1543 0.29 1 1 Cl 225 100% 360 210 66 145 0 S 19th St 275'N of Laretlo St Laretlo St 275 0.05 1 1 Cl 225 100% 360 38 12 26 0 S 19th St Laretlo St Agnes St 332 0.06 ++ .061 1 Cl 225 100% 360 45 14 31 0 S 19th St Agnes St Ruth St 1459 0.28 1 1 Cl 467 100% 360 199 129 70 0HS HS Jc 1.0 `a3 S-1,St Ruth St Morgan Ave 1724 0.33 1 1 Cl 467 100% 360 235 153 83 0 Morgan Ave T%286 S19th St 698 0.13 2 2 A2 889 100% 720 381 118 263 0 mz Morgan Ave S19th St SPort Ave 2287 0.43 2 2 Al 889 100% 540 936 385 550 0 '> E q Morgan Ave SPort Ave M-.n 131Wtl 2600 0.49 2 2 C3 793 100% 315 620 390 230 0 Morgan Ave Mc-131WCheyenne St 506 0.10 2 2 C3 746 100% 315 121 71 49 0 S %' Morgan Ave Cheyenne St Airport Rd 2828 0.54 2 2 C3 707 100% 315 675 379 296 0 Old BrownsvilleRtl Airport Rd 1351'Wof Airport Rd 1351 0.26 2 2 Al 883 100% 540 553 226 327 0 Qy Old Brownsville Rd 1529'W Airport Rd Omaha Dr 2782 0.53 2 2 Al 883 100% 540 1,138 465 673 0 - Old BrownsvilleRtl Omaha Dr Bear Ln 766 0.15 2 2 Al 834 100% 540 313 121 192 0 Old Brownsville Rd Bear Ln Horne Rd 1373 0.26 2 2 Al 834 100% 540 562 217 345 0 �1 w Old Brownsville Rd Horne Rd Cliff Mans Dr 1265 0.24 2 2 Al 1264 100% 540 518 303 215 0 3" Old Brownsville Rd Cliff Mans Dr SH 358 2240 0.42 2 2 Al 1264 100% 540 916 536 380 0 2 Lantana Rd Up River Rd 1-37 3909 0.74 1 1 Cl No Counts 100% 360 533 0 Lantana Rd 1-37 Skyline Dr 516 0.10 1 1 Cl 255 100% 360 70 25 45 0 Lantana Rd Skyline Dr Leopartl St 1840 0.35 1 1 Cl 255 100% 360 251 89 162 0 H.rne Rd T%286 Greenwootl Dr 3753 0.71 2 2 Al 1395 100% 540 1,535 991 544 0 H orne Rd Greenwootl Dr Airport Rd 2261 0.43 2 2 Al 1037 100% 540 925 444 481 0 H orne Rd Airport Rd Angela Dr 2800 0.53 2 2 Al 501 100% 540 1,145 266 880 0 Horne Rd Angela Dr Old Brownsville Rd 1603 0.30 2 2 Al 501 100% 540 656 152 504 0 S Navigation Blvtl Old Br.wnsvillw Rd Bear Ln 1054 0.20 1 1 Al 496 100% 540 216 99 117 0 S Navigation Blvtl Bear Ln NGree.Tree Dr 1524 0.29 1 1 Al 499 100% 540 312 144 168 0 S Navigation Blvtl N Green Tree Dr 2917'N of Bear Ln 1075 0.20 1 1 Al 242 100% 540 220 49 171 0 S Navigation Blvtl 2917'N of Bear Ln Santa Elena St 2570 0.49 1 1 Al 242 100% 540 526 118 408 0 S Navigation Blvtl Santa Elena St Agnes St 2664 0.50 1 1 Al 484 100% 540 545 244 301 0 } S Navigation Blvtl Agnes St Leopartl St 4175 0.79 1 1 Al 367 100% 540 854 290 563 0 W 0 S Navigation 131WLeopartl St 1-37 2367 0.45 2 2 Al 593 100% 540 968 266 703 0 _ S Navigation Blvtl 1-37 Up River Rd 2090 0.40 2 2 Al 140 100% 540 855 55 800 0 F F MCBritle Ln Up River Rd 1-37 2400 0.45 1 1 Cl 79 100% 360 327 36 291 0 Q Ln Z MCBritle Ln 1-37 Leopartl St 2536 0.48 1 1 Cl 208 100% 360 346 100 246 0 W W W MCBritle Ln Leopartl St Agnes St 4278 0.81 1 1 Cl JJ 100% 360 583 63 521 0 Flat.Rd Agnes St 2601'Sof Flat.Rd 2601 0.49 1 1 Cl 153 100% 360 355 75 279 0 V Z Flat.Rd 2601'S of Flat.Rd Ningpin Or 332 0.06 1 1 Cl 153 100% 360 45 10 36 0 } Flat.Rd Kingpin Dr Bates St 2259 0.431 1 Cl 153 100% 360 308 65 243 0 I Q Flat.Rd Bates St Bear Ln 2606 0.49 1 1 Cl 153 100% 360 355 76 280 0 W d -ha Or Baltlwin Blvtl Agnes St 2650 0.50 1 1 Cl 62 100% 360 361 31 330 0 ,^ Q Mc-131W Leopartl St Omaha Or 1982 0.38 2 2 Al 500 100% 540 811 188 623 0 V/ 0 Q Baltlwin Blvtl -ha Or Agnes St 3815 0.72 2 2 Al 608 100% 540 1,561 440 1,121 0 V 0 Baltlwin Blvtl Agnes St Airport Rd 1510 0.29 2 2 Al 729 100% 540 618 209 409 0 LuLL W Mc-131W Airport Rd Morgan Ave 3650 0.69 2 2 Al 1033 100% 540 1,493 714 779 0 W 0 0 Baltlwin Blvtl Morgan Ave Greenwootl Or 2323 0.44 2 2 Al 1368 100% 540 950 602 348 0Q } Z Baltlwin Blvtl Greenwootl Or SP.rt Ave 628 0.12 2 2 Al 1368 100% 540 257 163 94 0 F F Baltlwin Blvtl SP.' Ave T%286 1832 0.35 2 2 Al 1190 100% 540 749 413 337 0 `, (: Highlantl Ave Morgan Ave SP.rt Ave 3207 0.61 1 1 Cl 101 100% 360 437 61 376 0 r,^ X Ruth St S Port Ave S 19th St 2303 0.44 1 1 Cl N.C...ts 100% 360 314 - - 0 VW, W Cheyenne St. Morgan Ave Ta rlt.n St 2602 0.49 1 1 Cl 95 100% 360 355 47 308 0 Lu -l..St Cheyenne St. Greenwootl Or 1425 0.27 i1 Cl 458 100% 360 194 124 71 0 Ta rlt.n St Greenwootl Or SP.rt Ave 2094 0.40 1 1 Cl 458 100% 360 286 181 104 0 -l..St SP.rt Ave T%286 361 0.07 1 1 Cl 652 100% 360 49 45 5 0 Bear LnT%358 Flat.Rd 2334 0.44 2 2 Al 448 100% 540 955 198 757 0 Bear Ln Flat.Rd Cliff Maus Or 2059 0.39 2 2 Al 448 100% 540 842 175 668 0 Bear Ln Cliff Maus Or Navigation Blvtl 624 0.12 2 2 Al M100% 540 255 53 202 0 Bear Ln Navigation 131WOld Brownsville Rd 1396 0.26 2 2 Al 448 100% 540 571 118 453 0 Kingpin Or T%358 Flat.Rd 2590 0.49 1 1 Cl N.C...ts 100% 360 353 0 Bates Rd T%358 Flat.Rd 2571OA9 1 1 Cl J0 100% 360 351 34 317 0 Cliff Maus Dr Bear Ln Old Brownsville Rd 1683 0.32 2 2 Cl 217 100% 360 459 69 390 0 Cliff Maus Or Old Brownsville Rd T%358 3466 0.66 2 2 Cl 217 100% 360 945 143 803 0 Angela Or H.-Rd W Point Rd 3968 0.75 1 1 Cl N.C...ts 100% 360 541 - - 0 N Port Ave W Br.atlway St IH 37 3048 0.58 1 1 Cl 264 50% 360 208 76 132 0 AS N Port Ave IH 37 Leopartl St 630 0.12 2 2 C3 474 100% 315 150 57 94 0 AS Jc 1.0 `a3 NPort Ave L-p-St Lipa.St 1036 0.20 2 2 0 608 100% 315 247 119 128025 NP.rt Ave Lip-St Comanche St 667 0.13 2 2 C3 627 100% 315 159 79 80 o f N Port Ave Comanche St Agnes St 2000 0.38 2 2 C3 736 100% 315 477 279 199 �j N 5 Port Ave Agnes St Ruth St 1562 0.30 2 2 C3 832 100% 315 373 246 127 S{; SP.rt Ave Ruth St Morgan Ave 1726 0.33 2 2 C3 1167 100% 315 412 382 30 ' SP.rt Ave Morgan Ave Green—d Dr 310 0.06 2 2 C3 1296 100% 315 74 76 -2 Q W o 5 Port Ave Green—d Dr Raltlwi.Md 1280 0.24 2 2 C3 1068 100% 315 306 260 47 iy S P.rt Ave Raltlwi.Md Tarpon St 3007 0.57 2 2 C3 1210 100% 315 718 689 29 W��tiyy SP.rt Ave Tarpon St T%286 769 0.15 2 2 C3 1364 100% 315 184 199 -15 Q V _ 62,026 24,057 35,948 W cc a r W az Ln LU w U = z U _ � 7 Q W w 0 U Q LL W O o F Z U y ~ X LU W W kAll 121 HS HS jc 1.0 `a3 ffJ o qW Wx o� WESTSIDE 2(SERVICE AREA])EXISTING ROADWAYS Q IY Peak Hour %In �y Length Length Exirt Lanes Designation Veh-Mi Capacity Veh-Mi Supply Veh-Mi Demand Excess Capacity Exirting Deficiencies 4 Roadway From To Volume Service _ (ft) (mi) NB SB EB WB based on Aerial 2021 Area Pk-Hr Per Lane Pk-Hr Total' Pk-Hr Total' Pk-Hr Veh-Mi' Pk-Hr Veh-Mi W Greenwood Dr Saratoga Blvd Lands Rd 1320 0.25 2 2 Al 376 100% 540 540 94 446 0 3" Greenwood Dr Lands Rd Gavilan St 1650 0.31 2 2 Al 3]6 100% 540 6]0 11] 553 0 8 Greenwood Dr Gavilan St Frio st 186 0.04 2 2 Al 376 100% 540 86 15 71 0 Greenwood Dr Frio St Holly Rd 2157 0.41 2 2 Al 743 100% 540 886 305 581 0 Greenwood Dr Holly Rd 1500'N of Holly Rd 1500 0.28 2 2 Al 1076 100% 540 605 301 304 0 Greenwood Dr 1500'N of Holly Rd SH 358 2402 0.46 2 2 Al 1076 100% 540 994 495 499 0 Greenwood Dr Saratoga Blvd New Road(S of Saratoga) 2637 0.5 1 1 Cl No Counts 100% 360 360 0 Greenwood Dr New Road(S of Saratoga) 2250'S of New Road(Sof Saratoga) 2250 0.43 1 1 Cl No Counts 100% 360 310 0 Greenwood Dr 2250'S of New Road(Sof Saratoga) Greenwood Dr Ext Rd 35]] 0.68 1 1 Cl No Counts 100% 360 490 0 Saratoga Blvd Old Brownsville Rd CR 37 3223 0.61 1 1 Cl 421 50% 360 220 128 91 0 _ Saratoga Blvd Jurica Rd CR 35 3702 0.7 1 1 Cl 421 50% 360 252 147 105 0 Saratoga Blvd CR 35 Calle Las Colonial 2390 0.45 1 1 Cl 421 50% 360 162 95 67 0 r Saratoga Blvd Calle Las Colonial 2]5'West of CII Cuernavaca 1175 0.22 1 1 Cl 421 50% 360 79 46 33 0 Saratoga Blvd 2]5'West of CII Cuernavaca CII Cuernavaca 275 0.05 2 1 Cl 421 100% 360 54 21 33 0 W 0 Saratoga Blvd Cil Cuernavaca Greenwood Dr 1465 0.28 2 2 Al 421 100% 540 605 118 487 0 Saratoga Blvd Greenwood Dr 1866'East of Greenwood Dr 1866 0.35 2 2 Al 421 100% 540 ]56 14] 609 0 < LnZ Saratoga Blvd 1866'East of Greenwood Dr TX 286 2238 0.42 2 2 Al 421 100% 540 90] 1]] 730 0 Calle Las Colonial Saratoga Blvd CII San cafto 1321 1 0.25 1 1 1 Cl No Counts 100% 360 180 - 0 LUw _ lands Rd Greenwood Dr 600'East of Harwick Dr 1300 0.25 1 1 Cl No Counts 100% 360 180 - - 0 Gavilan St Greenwood Dr Los Robles St 1197 0.23 1 1 Cl No Counts 100% 360 166 - - 0 U Z V - Los Robles St Gavilan St Holly Rd 2391 0.45 1 1 Cl 41 100% 360 324 19 305 0 j a Frio St Greenwood Dr Hacala St 2033 0.39 1 1 Cl 51 100% 360 281 20 261 0 LL Hacala St Frio St Dorado St 311 0.06 1 1 Cl 51 100% 360 43 3 40 0 Wn w Q Dorado St Hacala St Martin St 671 0.13 1 1 Cl 51 100% 360 94 ] 87 0 �) 0 a Martin St Dorado St Holly Rd 1422 0.27 1 1 Cl 161 100% 360 194 43 151 0 N V Martin St Dorado St 136'S of Seretanat St 1534 0.29 1 1 Cl 161 100% 360 209 47 162 0 LL Holly Rd Los Robles St Greenwood Dr 1131 0.21 1 1 Cl 169 100% 360 151 36 116 0 W 0 0 Holly Rd Greenwood Dr Martin St 2630 0.5 1 1 Cl 349 100% 360 360 175 185 0 Q } Z Holly Rd Marin St TX 286 16]] 0.28 1 1 Cl 349 100% 360 202 98 104 0 F Bush St Los Robles St SH 358 4619 0.87 1 1 Cl 150 100% 360 626 131 496 0 (n Silverberry Dr SH 358 End of Silverberry Dr 1312 0.25 1 1 C2 No Counts 100% 300 150 - - 0 X Old Brownsville Rd SH 358 158'N of Jr Beck D' 3142 0.6 1 1 Cl 688 50% 360 216 207 9 0 W W Old Brownsville Rd 158'N of Jr Beck Dr Holly Rd Extension 655 0.12 1 1 Cl 344 50% 360 43 21 23 0 LU Old Brownsville Rd Holly Rd Extension New Road EW 2 2108 0.4 1 1 Cl 342 50% 360 144 68 76 0 Old Brownsville Rd New Road EW 2 New Road EW 1 2859 0.54 1 1 Cl 342 50% 360 194 92 102 0 Old Brownsville Rd New Road EW 1 Saratoga Blvd 2880 0.55 1 1 Cl 342 50% 360 198 94 104 0 W Point Rd SH 358 Extenstiw CR 35 1528 0.29 1 1 Cl 43 100% 360 209 12 196 0 W Point Rd Extenstion CR 35 Extenstion CR 3] 2264 0.43 1 1 Cl 43 100% 360 310 18 291 0 W Point Rd Extenstiw CR 37 Holly Rd Extension 1261 0.24 1 1 Cl 43 100% 360 173 10 163 0 p 12,080 3,212 7,034 0 zz r HS HS ic 1.0 A3 Z DOWNTOWN(SERVICE AREA 9)EXISTING ROADWAYS Peak %In Veh-Mi Veh-Mi Existing Exist Lanes Designation Veh-Mi Capacity Supply Demand Excess Capacity W ^w Roadway From To Length(ft) Length(mi) Hour Service Deficiencies (Aerial) Pk-Hr Per Lane Pk-Hr Veh-Mi' NB SBEB WB Volume Area Pk-Hr Total' Pk-Hr Total' Pk-Hr Veh-Mi 0 Gulden St Surfside Blvd Coast 633 0.12 1 1 Cl 23 100% 360 86 3 84 0 UA;z _ Beach Ave US 181 Timon Blvd 604 0.11 1 1 Cl 112 100% 360 82 13 70 0 Q V _ Beach Ave Timon Blvd Surfside Blvd 151 0.03 1 1 Cl 112 100% 360 21 3 17 0 Q Beach Ave Surfside Blvd 300'SE of Gulfbreeze Ave 644 0.12 1 1 Cl 23 100% 360 88 3 85 0 Q W Gulfspray Ave E Causeway Blvd Seagull Blvd 326 0.06 1 1 Cl 113 100% 360 44 7 38 0 Gulfspray Ave Seagull Blvd Timon Blvd 281 0.05 1 1 Cl 113 100% 360 38 6 32 0 8 Gulfspray Ave Timon Blvd Surfside Blvd 109 0.02 1 1 Cl 113 100% 360 15 2 13 0 Gulfspray Ave Surfside Blvd 383'SE of Gulfbreeze Ave 716 0.14 1 1 Cl 113 100% 360 98 15 82 0 Burleson St 152'NW of W Causeway Blvd W Causeway Blvd 152 0.03 1 1 Cl 88 100% 360 21 3 18 0 Burleson St W Causeway Blvd US 181 262 0.05 2 2 Cl 88 100% 360 71 4 67 0 Burleson St US 181 E Causeway Blvd/Seagull Blvd 148 0.03 2 2 Cl 244 100% 360 40 7 34 0 Burleson St E Causeway Blvd/Seagull Blvd Timon Blvd 512 0.10 1 1 Cl 244 100% 360 70 24 46 0 Burleson St Timon Blvd Surfside Blvd 111 0.02 1 1 Cl 244 100% 360 15 5 10 0 Burleson St Surfside Blvd 538'SE of Surfside Blvd 538 0.10 1 1 Cl 244 100% 360 73 25 48 0 E Walnut St W Causeway Blvd E Causeway Blvd(N) 82 0.02 1 1 Cl 27 100% 360 11 0 11 0 Paul PI Seagull Blvd Surfside Blvd 130 0.02 1 1 Cl 27 100% 360 18 1 17 0 00 Golf PI Timon Blvd E Surfside Blvd 52 0.01 1 1 Cl 68 100% 360 7 1 6 0 } Golf PI E Surfside Blvd 318'SE of E Surfside Blvd 499 0.09 1 1 Cl 68 100% 360 68 6 62 0 LU Elm St Plum St Seagull Blvd 321 0.06 1 1 Cl 68 100% 360 44 4 40 0 O Elm St Seagull Blvd W Surfside Blvd 321 0.06 1 1 Cl 68 100% 360 44 4 40 0 Q (� Z Coastal Ave Plum St Seagull Blvd 311 0.06 1 1 Cl 225 100% 360 42 13 29 0 W W Coastal Ave 05181 ESurfside Blvd 134 0.03 1 1 Cl 225 100% 360 18 6 13 0 Coastal Ave ES.rfside Blvd N Shoreline Blvd 321 0.06 2 0 Cl 225 100% 360 44 14 30 0 U (� Z Bridgeport Ave Plum St Seagull Blvd 320 0.06 1 1 Cl 180 100% 360 44 11 33 0 N�N } Bridgeport Ave Seagull Blvd W Surfside Blvd 358 0.07 1 1 Cl 180 100% 360 49 12 37 0 Ll. Q Bridgeport Ave W Surfside Blvd US 181 108 0.02 1 1 Cl 180 100% 360 15 4 11 0 W ( 0 Bridgeport Ave 05181 ESurfside Blvd 257 0.05 1 1 Cl 180 100% 360 35 9 26 0 O a Bridgeport Ave E Surfside Blvd N Shoreline Blvd 342 0.06 1 1 Cl 180 50% 360 23 6 17 0 (� Breakwater Ave 321'NE of Seagull Blvd Seagull Blvd 321 0.06 1 1 Cl 104 50% 360 22 3 19 0 z 0 w Breakwater Ave Seagull Blvd W Surfside Blvd 360 0.07 1 1 Cl 104 50% 360 25 4 21 0 Breakwater Ave WS.rfside Blvd US 181 122 0.02 1 1 Cl 104 50% 360 8 1 7 0 } Z Breakwater Ave 05181 ESurfside Blvd 241 0.05 1 1 Cl 80 100% 360 33 4 29 0 O F F Breakwater Ave ESurfside Blvd NShoreline Blvd 363 0.07 1 1 Cl 80 100% 360 50 6 44 0 z U (n P-H St E Surfside Blvd N Shoreline Blvd 389 0.07 0 2 Cl 135 100% 360 53 10 43 0 X N Port Ave Antelope St IH 37 217 0.04 2 2 Al 483 100% 540 89 20 69 0 W NPort Ave IH 37 WBroadway St 3154 0.60 2 2120 Al 264 100% 540 1,290 158 1,133 0 O EPort Ave WBroadway St Union Pacific/W Broadway St 710 0.13 C3 236 100% 315 169 32 138 0 E Port Ave Union Pacific/W Broadway St N Tancahua St 3069 0.58 Al 147 100% 540 1,256 85 1,170 0 E Port Ave N Tancahua St US 181 615 0.12 C3 147 100% 315 147 17 130 0 E Port Ave US 181 N Mesquite St 182 0.03 C3 123 100% 315 43 4 39 0 Hirsch St N Mesquite St N Chaparral St 263 0.05 123 100% 315 63 6 57 0 Hirsch St N Chaparral St Hirsch St 323 0.06 Cl 123 100% 360 44 7 37 0 Fitzgerald St NBroadway St NMesquite St 367 0.07 Cl 10 100% 360 50 1 49 0 Fitzgerald St NMesquite St N Chaparral St 354 0.07 Cl 10 100% 360 48 1 48 0 Fitzgerald St N Chaparral St N Shoreline Blvd 762 0.14Cl 10 100% 360 104 1 102 0 Belden St N Tancahua St US 181 254 0.05 1 1 Cl 315 100% 360 35 15 19 0 Belden St US 181 N Broadway St 101 0.02 1 1 Cl 315 100% 360 14 6 8 0 HS HS Jc 1.0 A3 Belden St N Broadway St N Mesquite St 354 0.07 1 1 Cl 315 100% 36048 21 Belden St N Mesquite St N Chaparral St 357 0.07 1 1 Cl 315 100% 360 49 21 27 0 y m Twigg St IH 37 NMesquite St 581 0.11A2 A2 370 100% 720 79 41 39 0 qW m¢ Twigg St N Mesquite St N Chaparral St 366 0.07 2 0 A2 370 100% 720 50 26 24 0 O W Twigg St NChaparral St NWater St 369 0.07 2 0 A2 370 100% 720 50 26 24 0 Twigg St N Water St N Shoreline Blvd 404 0.08 2 0 A2 370 100% 720 55 28 27 0 Buffalo St IH 37 NTancahua St 654 0.12 2 1 Cl 35 100% 360 134 4 129 0 Buffalo St N Tancahua St N Carancahua St 369 0.07 1 1 Cl 35 100% 360 50 2 48 0 Buffalo St N Carancahua St N Upper Broadway St 350 0.07 1 1 Cl 35 100% 360 48 2 45 0 Q W Taylor St N Upper Broadway St NMesquite St 585 0.11 1 1 Cl 105 100% 360 80 12 68 0 3� Taylor St NMesquite St NChaparral St 358 0.07 1 1 Cl 105 100% 360 49 7 42 0 �� 8 Taylor St N Chaparral St N Water St 374 0.07 1 1 Cl 105 100% 360 51 7 44 0 Taylor St N Water St N Shoreline Blvd 498 0.09 1 1 Cl 105 100% 360 68 10 58 0 Antelope St N Brownlee Blvd N Staples St 1795 0.34 2 0 Cl 31 100% 360 245 10 234 0 Antelope St N Staples St N Tancahua St 1445 0.27 11 Cl 164 100% 360 197 45 152 0 Antelope St N Tancahua St N Carancahua St 355 0.07 1 1 Cl 164 100% 360 48 11 37 0 Antelope St N Carancahua St N Upper Broadway St 351 0.07 1 1 Cl 164 100% 360 48 11 37 0 Peoples St IN Upper Broadway St N Mesquite St 514 0.10 2 0 Cl 63 100% 360 70 6 64 0 Peoples St N Mesquite St N Chaparral St 368 0.07 2 1 0 Cl 63 100% 360 50 4 46 0 - Peoples St N Chaparral St N Water St 363 0.072 0 Cl 63 100% 360 50 4 45 0 Peoples St NWater St NShoreline Blvd 510 0.10 2 0 Cl 63 100% 360 70 6 63 0 Peoples St NSh-li.e Blvd Peoples Street T-Head 782 0.15 2 0 Cl 63 100% 360 107 9 97 0 Q Leopard St 333'W of TX-286 TX 286 333 0.06 2 2 C3 640 100% 315 79 40 39 0 LU Leopard St TX 286 N Staples St 1998 0.38 2 2 C3 176 100% 315 477 66 410 0 Ll. 0 Leopard St N Staples St N Tancahua St 1447 0.27 2 2 C3 313 100% 315 345 86 259 0 Q z1- Leopard St N Tancahua St N Carancahua St 356 0.07 2 2 C3 221 100% 315 85 15 70 0W = j Leopard St N Carancahua St N Upper Broadway St 356 0.07 2 2 C3 221 100% 315 85 15 70 0 State Spur 407 N Upper Broadway St NMesquite St 522 0.10 0 2 Cl 96 100% 360 71 9 62 0 V V Z State Spur 407 NMesquite St NChaparral St 380 0.070 2 Cl 96 100% 360 52 7 45 0 N�N (1 } State Spur 407 N Chaparral St N Water St 373 0.07 0 2 Cl 96 100% 360 51 7 44 0 SchatMl St N Water St N Shoreline Blvd 516 0.10 0 2 Cl 163 100% 360 70 16 54 0 W d Lawrence St N Upper Broadway St N Mesquite St 525 0.10 2 0 Cl 106 100% 360 72 11 61 0 O a Lawrence St N Mesquite St N Chaparral St 352 0.07 2 0 Cl 106 100% 360 48 7 41 0 V Lawrence St N Chaparral St N Water St 374 0.07 2 0 Cl 100 100% 360 51 7 44 0 z 0 w Lawrence St NWater St NSh-li.e Blvd 389 0.07 2 0 Cl 100 100% 360 53 7 46 0 Lip- i an St TX-286 N Alameda St 1626 0.31 1 1 Cl 95 100% 360 222 29 192 0 0 Lipa.St N Alameda St N Staples St 371 0.07 1 1 Cl 95 100% 360 51 7 44 0 O F F Lipa.St N Staples St N Tancahua St 1428 0.27 2 2 C3 228 100% 315 341 62 279 2Z Lipa.St N Tancahua St N.Carancahua St 361 0.07 1 1 Cl 228 100% 360 49 16 34 0 X Lipa.St N.Carancahua St N Upper Broadway St 359 0.07 1 1 C1 163 100% 360 49 11 38 0 W Lomax St N Upper Broadway St NMesquite St 349 0.07 0 2 Cl 13 100% 360 48 1 47 0 Lomax St N Mesquite St N Chaparral St 358 0.07 0 2 Cl 13 100% 360 49 1 48 0 10 Lomax St NChaparral St NWater St 374 0.07 0 2 Cl 13 100% 360 51 1 50 0 Lomax St N Water St N Shoreline Blvd 389 0.07 0 2 Cl 13 100% 360 53 1 52 0 John Sartain St N Upper Broadway St N Mesquite St 278 0.05 2 0 Cl 108 100% 360 38 6 32 0 John Sartain St N Mesquite St N Chaparral St 360 0.07 2 0 Cl 108 100% 360 49 7 42 0 John Sartain St N Chaparral St N Water St 380 0.07 2 0 Cl 108 100% 360 52 8 44 0 John Sartain St N Water St N Shoreline Blvd 394 0.07 2 0 Cl 108 100% 360 54 8 46 0 Comanche St TX-286 N Alameda St 1614 0.31 1 1 Cl 838 100% 360 220 256 -36 36 Comanche St N Alameda St N Staples St 369 0.07 1 1 Cl 838 100% 360 50 59 -8 8 z Comanche St N Staples St N Tancahua St 1425 0.27 1 1 Cl 838 100% 360 194 226 -32 32 Comanche St N Tancahua St N.Carancahua St 352 0.07 1 1 Cl 838 100% 360 48 56 -8 8 T HS ic 1.0 A3 Laredo St TX-286 S Brownlee Blvd 495 0.09 0 2 A2 468 100% 720 135 44 91 0 Laredo St S Brownlee Blvd S Alameda St 1385 0.26 0 2 A2 468 100% 120 318 123 255 0 Laredo St S Alameda St S Staples St 467 0.09 0 2 A2 468 100% 720 64 41 22 0 W Laredo St SStaples St NTancah-St 1268 0.24 0 2 A2 420 100% 720 173 101 72 0 0 U) Laredo St N Tancahw St N Carancahua St 392 0.07 0 2 A2 420 100% 720 53 31 22 0 W z Laredo St N Carancahua St N Mesquite St 686 0.13 0 2 A2 287 100% 720 94 37 56 0 Q�y - Agnes St TX-286 S Brownlee Blvd 646 0.12 20 A2 525 100% 720 88 64 24 0 Agnes St S Brownlee Blvd S Alameda St 1381 0.26 2 0 A2 372 100% 720 188 97 91 0 Q W _ Agnes St S Alameda St S Staples St 444 0.08 2 0 A2 349 100% 720 61 29 31 0 3 z Agnes St SStaples St STancahua St 1231 0.23 2 0 A2 283 100% 720 168 66 102 0 8� Agnes St STancahua St SCamncahw St 385 0.07 2 0 A2 283 100% 720 53 21 32 0 Agnes St/TX 544 S Carancahua St S Chapparal St 713 0.14 2 0 A2 420 100% 720 97 57 41 0 Park Ave SStaples St STancahua St 1188 0.23 1 1 Cl 136 100% 360 162 31 131 0 Park Ave STancahua St SCamncahw St 365 0.07 1 1 Cl 136 100% 360 50 9 40 0 Park Ave S Carancahua St SChapparal St 366 0.07 1 1 C1 136 100% 360 50 9 40 0 Park Ave S Chapparal St SWater St 261 0.05 1 1 C1 136 100% 360 36 7 29 0 Park Ave SWater St S Shoreline BW(W) 299 0.06 1 1 Cl 136 100% 360 41 8 33 0 Park Ave S Shoreline BW(W) S Shoreline BW(E) 403 0.08 1 1 Cl 136 100% 360 55 10 45 0 Buford St is Staples St Santa Fe St 983 0.19 1 1 Cl 77 100% 360 134 14 120 0 Buford St Santa Fe St 3rd St 352 0.07 1 1 Cl 77 100% 360 48 5 43 0 Buford St 3rd St S Water St 608 0.12 1 1 Cl 77 100% 360 83 9 74 0 - Buford St S Water St S Shoreline Blvd 363 0.07 1 1 Cl 77 100% 360 50 5 44 0 W Surfside Blvd Gulden St Beach Ave 715 0.14 1 1 Cl 82 100% 360 98 11 86 0 �y O Surfside Blvd Beach Ave Gulf Spray Ave 1080 0.20 2 0 Cl 82 100% 360 147 17 131 0 LL F Surfside Blvd Gulf Spray Ave Burleson St 2148 0.41 2 0 Cl 82 100% 360 293 33 260 0 Q Z Surfside Blvd Burleson St Paul PI 659 0.12 2 0 Cl 82 100% 360 90 10 80 0 W W LU Surfside Blvd Paul PI Golf PI 448 0.08 2 0 Cl 82 100% 360 61 7 54 0 V U Z E Surfside Blvd Golf PI Elm St 353 0.07 2 0 Cl 82 100% 360 48 5 43 0 E Surfside Blvd Elm St Coastal Ave 458 0.09 2 0 Cl 82 100%1 360 62 7 55 0 aI a E Surfside Blvd Coastal Ave Bridgeport Ave 357 0.07 0 2 Cl 82 100% 360 49 6 43 0 LU IL ESurfside Blvd Bridgeport Ave Breakwater Ave 354 0.07 0 2 Cl 82 100% 360 48 5 43 0 W 0 E Surfside Blvd Breakwater Ave 822'Sof Pearl St 1188 0.23 0 2 Cl 82 100% 360 162 18 144 0 0 a E Surfside Blvd 822'Sof Pearl St PeaH St 904 0.17 2 0 Cl 82 100% 360 123 14 109 0 z U 0 Tmon Blvd Beach Ave Gulf Spray Ave 1096 0.21 0 2 Cl 77 100% 360 149 16 134 0 , w Tmon Blvd Gulf Spray Ave Burleson St. 2156 0.41 0 2 Cl 77 100% 360 294 31 263 0 0 (!) Tmon Blvd Burleson St. Paul PI 2812 0.53 0 2 Cl 77 100% 360 383 41 343 0 O } Z N Shoreline Blvd Coastal Ave Bridgeport Ave 361 0.07 2 0 Cl 77 100% 360 49 544 0 ~ NShoreline Blvd Bridgeport Ave Breakwater Ave 360 0.07 2 0 Cl 77 100% 360 49 5 44 0 z U N Shoreline Blvd Breakwater Ave PeaH St 343 0.06 2 0 Cl 77 100% 360 47 5 42 0 3 X Seagull Blvd Gulf Spray Ave Burleson St 2152 0.41 1 1 Cl 77 100% 360 293 31 262 0 O W Seagull Blvd EWalnut St Elm St 363 0.07 1 1 Cl 77 100% 360 50 5 44 0 Q Seagull Blvd Elm St Coastal Ave 356 0.07 1 1 Cl 77 100% 360 49 5 43 0 Seagull Blvd Coastal Ave Bridgeport Ave 360 0.07 1 1 Cl 77 100% 360 49 5 44 0 Seagull Blvd Bridgeport Ave Breakwater Ave 362 0.07 1 1 Cl 77 100% 360 49 5 44 0 N Shoreline Blvd 811'N of Resaca St Fitzgerald St 1180 0.22 2 2 A2 155 100% 720 644 35 609 0 N Shoreline Blvd Fitzgerald St IH 37 Access 1365 1 0.26 2 2 A2 104 100% 720 745 27 718 0 N Shoreline Blvd IIIH37 Access Twigg St 898 0.17 3 3 A3 356 100% 720 735 60 674 0 N Shoreline Blvd Illigg St Taylor St 360 0.07 3 3 A3 1,202 100% 720 295 82 213 0 N Shoreline Blvd Taylor St Peoples St 726 0.14 3 3 A3 1,334 100% 720 594 183 411 0 NShoreline Blvd Peoples St Schatzell St(N) 366 0.07 3 3 A3 1,334 100% 720 299 92 207 0 N Shoreline Blvd Schatzell St(N) Schatzell St(S) 139 0.03 3 3 A3 1,334 100% 720 114 35 79 0 N Shoreline Blvd Schatzell St(S) Lawrence St 403 0.08 3 3 A3 1,695 100%1 720 330 1 129 200 0 HS ic E 1.0 `a3 o N Shoreline Blvd Lawrence St Lomax St 332 0.06 3 3 A3 1,523 100% 720272 96 176 0 y a NShoreline Blvd Lomax St Coopers Aly 791 0.15 2 2 A3 1,523 100% 720 431 228 203 0 � m} SSh-line Blvd Coopers Aly Kinney Ave 489 0.09 2 2 A2 1,437 100% 720 267 133 134 0 SSh-line Blvd Kinney Ave Park Ave 1268 0.24 2 2 A2 1,437 100% 720 692 345 346 0 O W E S Shoreline Blvd Park Ave Buford St 1773 0.34 2 2 A2 1,385 100% 720 967 465 502 0 S Shoreline Blvd Buford St Morgan Ave 1020 0.19 2 2 A2 1,744 100% 720 556 337 220 0 W�■ _ N Chaparral St Harbor Dr Hirsch St 420 0.08 2 2 C3 221 100% 315 100 18 83 0 a yVy N Chaparral St Hirsch St Fitzgerald St 1445 0.27 2 1 Cl 221 100% 360 296 61 235 0 i N Chaparral St Fitzgerald St Belden St 1080 0.20 2 2 C3 221 100% 315 258 45 212 0 W NChaparral St Belden St IH 37 Access 273 0.05 2 2 C3 221 100% 315 65 11 54 0 3� NChaparral St IH 37 Access Twigg St 700 0.13 11 Cl 180 100% 360 95 24 72 0 8� N Chaparral St Twigg St Taylor St 360 0.07 1 1 Cl 180 100% 360 49 12 37 0 N Chaparral St Taylor St Peoples St 729 0.14 1 1 Cl 245 100% 360 99 34 66 0 N Chaparral St Peoples St Schatzell St 258 0.05 1 1 C1 245 100% 360 35 12 23 0 N Chaparral St Schatzell St Lawrence St 363 0.07 1 1 C1 245 100% 360 50 17 33 0 N Chaparral St Lawrence St Lomax St 361 0.07 1 1 C1 255 100% 360 49 17 32 0 N Chaparral St Lomax St John Sartain St 357 0.07 1 1 Cl 255 100% 360 49 17 31 0 N Chaparral St John Sartain St Coopers Aly 515 0.10 1 11 Cl 220 100% 360 70 21 49 0 S Chaparral St Coopers Aly Kinney Ave 401 0.08 1 1 Cl 220 100% 360 55 17 38 0 - SChapuml St I Kinney Ave Park Ave 1574 0.30 1 1 C2 220 100% 300 179 66 113 0 NWater St IH 37 Access Twigg St 802 0.15 2 2 C3 450 100% 315 191 68 123 0 NWater St Twigg St Taylor St 371 0.07 2 2 C3 400 100% 315 89 28 60 0 Q N Water St Taylor St Peoples St 722 0.14 2 2 C3 435 100% 315 172 59 113 0 LU N Water St Peoples St Schatzell St 371 0.07 2 2 C3 329 100% 315 89 23 65 0 Ll. O N Water St Schatzell St Lawrence St 361 0.07 2 2 C3 392 100% 315 86 27 59 0 Q Z NWater St Lawrence St Lomax St 366 0.07 2 2 C3 275 100% 315 87 19 68 0 W = LU j max N Water St LoSt John Sartain St 367 0.07 2 2 C3 280 100% 315 88 19 68 0 N Water St John Sartain St Coopers Aly 491 0.09 2 2 C3 196 100% 315 117 18 99 0 V (� Z S Water St Coopers Aly Kinney Ave 425 0.08 2 2 C3 196 100% 315 101 16 86 0 N�N U) } S Water St Kinney Ave Park Ave 1415 0.27 2 2 C3 113 100% 315 338 30 307 0 Ll. D Q S Water St Park Ave Buford St 1809 0.34 1 1 C3 113 100% 315 216 39 177 0 W d Harbor Dr N Chaparral St E Port Ave 473 0.09 1 1 Cl 135 100% 360 65 12 52 0 O a NMesquite St EPort Ave Fitzgerald St 1464 0.28 L. 1 Cl 1 7 100% 360 200 19 181 0 V N Mesquite St Fitzgerald St Belden St 1085 0.21 1 1 Cl 67 100% 360 148 14 134 0 z 0 w N Mesquite St Belden St IH 37 Access 429 0.08 0 2 Cl 67 100% 360 59 5 53 0 N Mesquite St IH 37 AccTwigg St 514 0.10 0 2 Cl 154 100% 360 70 15 55 0 } z ess NMesquite St Twigg St Taylor St 373 0.07 0 2 Cl 154 100% 360 51 11 40 0 O F F N Mesquite St Taylor St Peoples St 723 0.14 0 2 Cl 169 100% 360 99 23 75 0 z U (� NMesquite St Peoples St Schatzell St 159 0.03 0 2 Cl 169 100% 360 22 5 17 0 X NMesquite St Schatzell St Lawrence St 366 0.07 0 2 Cl 169 100% 360 50 1 12 38 0 W N Mesquite St Lawrence St Lomax St 362 0.07 0 2 Cl 154 100% 360 49 11 39 0 O NMesquite St Lomax St John Sartain St 363 0.07 0 2 Cl 154 100% 360 50 11 39 0 N Mesquite St John Sartain St Coopers Aly 546 0.10 0 2 Cl 154 100% 360 74 16 59 0 N Mesquite St Coopers Aly S Upper Broadway St 536 0.10 0 2 Cl 154 100% 360 73 16 58 0 N Tancahua St EPort Ave 96'N of Hughes St 306 0.06 2 1 Cl 161 100% 360 63 9 53 0 N Tancahua St 96'N of Hughes St Fitzgerald St(Ext) 804 0.15 2 1 Cl 159 100% 360 164 24 140 0 N Tancahua St Fitzgerald St(EM) Belden St 1039 0.20 1 1 Cl 170 100% 360 142 34 108 0 N Tancahua St Belden St Padre St 456 0.09 1 1 Cl 170 100% 360 62 15 47 0 N Tancahua St Padre St IH 37 362 0.07 0 2 Cl 136 100% 360 49 9 40 0 N Tancahua St IH 37 Buffalo St 391 0.07 0 2 Cl 136 100% 360 53 10 43 0 NTancahua St Buffalo St Antelope St 370 0.07 0 2 Cl 136 100% 360 50 10 41 0 N Tancahua St Antelope St Leopard St 370 0.07 0 2 Cl 220 100%1 360 1 50 1 15 35 0 HS HS ic 1.0 `a3 o N Tancahua St Leopard St Lipan St 778 0.15 0 2 Cl 477 100% 360 106 70 36 0 uj N Tancahua St Lipan St Comanche St 364 0.07 0 2 Cl 255 100% 360 50 18 32 0 0 W N Tancahua St Comanche St Coopers Aly 536 0.10 0 2 Cl 344 100% 360 73 35 38 0 STancahua St Coopers Aly Laredo St 760 0.14 0 2 Cl 344 100% 360 104 50 54 0 W�■ STancahua St Laredo St Agnes St 72 0.01 0 3 C2 344 100% 300 12 5 8 0 ayV STancahua St Agnes St Park Ave 836 0.16 0 3 C2 315 100% 300 143 50 93 0 i STancahua St/Santa Fe Park Ave Buford St 1752 0.33 0 3 C2 156 100% 300 299 52 247 0 W Santa Fe St Buford St Morgan Ave 1034 0.20 0 2 Cl 357 100% 360 141 70 71 0 3 N Camncahua St Padre St IH 37 315 0.06 2 0 Cl 73 100% 360 43 4 39 0 8 N Camncahua St IIH37 Buffalo St 556 0.11 2 0 Cl 73 100% 360 76 8 68 0 N Camncahua St Buffalo St Antelope St 365 0.07 2 0 Cl 280 100% 360 50 19 30 0 N Camncahua St Antelope St Leopard St 370 0.07 2 0 Cl 280 100% 360 50 20 31 0 N C--h-St Leopard St LipSt 770 0.15 2 0 Cl 335 100% 360 105 49 56 0 N C--h-St Lipan St Comanche St 365 0.07 2 0 Cl 291 100% 360 50 20 30 0 N Camncahua St Comanche St Coopers Aly 517 0.10 2 0 Cl 272 100% 360 71 27 44 0 N Camncahua St Coopers Aly Laredo St 589 0.11 2 0 Cl 322 100% 360 80 36 44 0 N Camncahua St Laredo St Agnes St 493 0.09 2 0 Cl 352 100% 360 67 33 34 0 SCamncahua St Agnes St Park Ave 844 0.16 2 0 C1 352 100% 360 115 56 59 0 S Camncahua St/3rd St Park Ave Buford St 1780 0.34 2 0 Cl 274 100% 360 243 92 150 0 _ 3rd St Buford St Morgan Ave 1038 0.20 2 0 Cl 257 100% 360 142 50 91 0 N Staples St WBmadway St IH 37 2148 0.41 1 1 Cl 77 100% 360 293 31 262 0 LU N Staples St IH 37 Antelope St 200 0.04 2 2 C3 340 100% 315 48 13 35 0 Ll. 0 N Staples St Antelope St Leopard St 362 0.07 2 2 C3 340 100% 315 86 23 63 0 Q (� Z N Staples St Leopard St Lipan St 770 0.15 2 2 C3 462 100% 315 184 67 116 0 LU W LU N Staples St Lipan St Comanche St 360 0.07 2 2 C3 462 100% 315 86 32 54 0 V = Z N Staples St/S Staples S Comanche St Laredo St 1607 0.30 2 2 C3 607 100% 315 383 185 199 0 V S Staples St Laredo St Agnes St 328 0.06 2 2 C3 626 100% 315 78 39 39 0 j} Q SStaples St Agnes St Park Ave 782 0.15 2 2 C3 712 100% 315 187 106 81 0 W D S Staples St Park Ave Buford St 1589 0.30 2 2 C3 753 100% 315 379 227 153 0 U) 0 S Staples St Buford St Morgan Ave 1008 0.19 2 2 C3 796 100% 315 241 152 89 0 N Alameda St Lipan St Comanche St 365 0.07 1 1 Cl 38 100% 360 50 3 47 0 U a N Alameda St Comanche St Kinney St 1325 0.25 1 1 Cl 38 100% 360 181 10 171 0 z0 SAlameda St Kinney St Laredo St 357 0.07 1 1 Cl 38 100% 360 49 3 46 0 S 0 SAlameda St Laredo St Agnes St 330 0.06 1 1 Cl 38 100% 360 45 2 43 0 Q Z SAlameda St Agnes St Morgan Ave 3350 0.63 1 1 Cl 38 100% 360 457 24 433 0 r ~ F Crosstown Access Rd Caldwell St 442'N of Laredo St 806 0.15 1 1 Cl 86 100% 360 110 13 97 0 z V Ln Crosstown Access Rd 442'N of Laredo St Laredo St 442 0.08 2 2 Cl 258 100% 360 121 22 99 0 W S Brownlee Blvd Laredo St Agnes St 340 0.06 2 2 C3 258 100% 315 81 17 64 0 O SBrownlee Blvd Agnes St Morgan Ave 3210 0.61 2 2 C3 258 100% 315 766 157 609 0 Q W Bmadway St NPort Ave NStaples St 2801 0.53 1 1 Cl 14 100% 360 382 7 375 0 W Bmadway St NStaples St Padre St 1569 0.30 1 1 Cl 15 100% 360 214 4 209 0 Morgan Ave TX 286 SBrownlee Blvd 1367 0.26 2 2 Al 1,434 50% 540 280 186 94 0 Morgan Ave S Brownlee Blvd S Al-&St 1376 0.26 2 2 Al 1,005 50% 540 281 131 151 0 Morgan Ave SAlmeda St SStaples St 350 0.07 2 2 Al 854 50% 540 72 28 43 0 Morgan Ave S Staples St Santa Fe St 1248 0.24 2 2 Al 591 50% 540 255 70 185 0 Morgan Ave Santa Fe St 3rd St 346 0.07 2 2 Al 310 50% 540 71 10 61 0 Gulden St Surfside Blvd Coast 727 0.14 2 2 Al 310 100% 540 297 43 255 0 as 33,818 8,692 25,126 84 HS HS ic 1.0 A3 BAYSIDE 1(SERVICE AREA 9)EXISITNG ROADWAY INVENTORY Z $ Exist Lanes V Roadway From To Length Designatio Peak Hour%in Service Veh-Mi Capacity Veh-Mi Supply Veh-Mi Toal Excess Capacity Existing Defciencies vi y o (mi) NB SB EB WB n(Aerial) Volume Area Pk-Hr Per Lane Pk-Hr Total Demand Pk-Hr Pk-Hr Veh-Mi Pk-Hr Veh-Mi �� m dleRd ornRd W Artlle Rd li Rd moll L, ArtlleRtl mall id-Rd D W Mve ArtlleRd weber Rd rhartRd LBB B B C2 839 3BB 6BB 839 239 2-39 :p OIlfhar Rd Expyo= 4aoil har Rd arR, ol har Rd rorg Carr ollharRtl rolltn eberRtl 4 olihaRweberRtl stapleast Rd WQ th py Rd 8 Hor,d Rd ,ad 0.75 B B C2 9 B6 IBB 450 679 21B R—dly S1 e Rd t yr,Pkwy Pkw Rd Tar1lo,S1 xpy Naples St Nl aplea S Stn Staples St Bat Bald—nBlvd Expy Baldwin Blvd ta515es St Morgan Ave wn Expy rownlee elvd Morgan Ave lee Blvd SAlameda St Mora,Id meda St =t a Morgan Ave SStaples St Morgan Ave SStaples St W O Morgan Ave St etnFDrSt Z Elizabeth St roaw—Blvd SDAlameda St j izabeth St SAlametla St Staples St izabeth St Staples St S71-1a W V Z izabeth St Brd St fe V Ell-beth St 3adtstFeSt nDr a Brow—eBlvtl amedaSt ssa;leaSt sslaple,St W 0 D a Aydr,S1 I'd S1 0e n Stor V O 1et„a5Lo—a,a Idless SAlametlan LL meda St W O d S' amdda St �_ F Z mLoIll'ala 11 Salla F datst ,^ Staples St 79 ft south of Indiana Ave V/ V er I9 ft south of In diana Ave Stapl es Stl X R-11 S1 eRdD rPkw w Pkwy W erSPkwy z Rd Rraw,dr Pkwy gRd Carroll In Rraw,dr PkwyCarroll In to les St er Pkwyto'IS' SAlametla St Rraw,dr Pkw, o eka St el Pkw to les St SAlamedat5t Ca el Pkwy SAlametla St Robert Dr SAlametla St Robert Dr Robert Dr Salla 0,da,DrMorganeAve iabeth St g01da,Dr El-bd1h St HIS HIS ic 1.0 `a3 onddndge s, 1534 B Q lloddndge st Robert Dr to o Al--S, Morgan Ave El-be5b st =— metla s, Elizabeth st S Al--S, -ple,st R W m meds st Al--s, TH Q W Al--st ay Trl Av caner Pk,y 8.67 2 2 B B Al 1937 1BB% 54B 1438 1289 149 B x Al--s, y llrPkw oddrid e W� g s V lametla st lloddridge stmel Pkwy 8.84 2 2 B B Al 154 1BB% 54B 1818 129 1688 B Q — lamedas, mel Pk, verbart Rd 8.13 2 2 B B Al 2121 1BB% 54B 28B 275 5 B \yW ametla5, verh-Rdy anber,er 8.15 2 2 B B Al 1859 5B% 540 8 6 22 B 4 Morgan Ave izabetb st izabetb s, 3 8 ,Pkwy — 658 2B3 TrlPkw oaddrid lle llddd ridge s, Robert llr 5t E e Rd Rdn metla st Al--S, wnlee Blvd Blvd Raltlwin Blvd _ Ayd,S1 Raltlwin Blvd Tarlton st nRtl AYS1,S1 rnRtl o°r,IS ParafIbaRd Ayd,S1 lha d cArdleRd a LU p o ArdleRd SH 358 mrtz Rd to IRS st rmn s, B.SB 2 2 B B C3 1265 1BB% 315 63B 632 3 3 5p z yz Rtl s, owner Pkwy a w Hd el—y mend LV x z Rd ane Rd �IR,Rd U U _ yzRd GOIlibar Rd McArdle Rd yzRd McArdle Rd 35 ss,aple,P, owner Pkwy d Q er kwy BOIlibar Rd LWL Rd McArdle Rd O 0 rrol Ln -1R, ,^ a cArdle Rd V, o ea°ages, U LL X lloddrdge s, eta re s, sAlaamedae, 0 llnddrldge 5, SNamedas, 55,aple,s, W O C7 weber Ra _p ,a less, -IR,Ra Q F z Weber Rd Bmlmar Ra ,Arnie Ra F Weber Ra M,A,dlSRd led ( vebrt Rd SAmer D, SAlm—st vebrt Rd lme S-1Rd sple=s, eR S-1Rd cArdle Rd }a U vXWi m staple,s, Morgan Ave l-be,b st aple,st izabetb st st Staples stn Blvd staple,st Blvd Raldw nBlvd staple,s, Raltlwin Blvd rapids st Staples s, z Rd staples st K1111,Rd Trl Td_ 11 C—d1l „.z staple,st wnne'r Pkwy z staples st Tr Pkwy Weber Rd r AS AS jc 1.0 `a3 staples st weber Rd mel Pkwy _611 16 32�1 staples st amel Pkwy Gollihar Rd,716 ft n a'th of Everhart o olli Mar Rd,]16 ft north I Everhart Rd verhart Rd 3� 3rtl st es Morgan AveElizabeth R S Rl tl Mnrgan beth st a W m Rl�d Elizabeth st Rl�tl en=es OW ;a;se Rl�d slsst W x C74696 INQ 22253 2690 L IL a -- z 4 — W rn a LU p o a Z � W LV U Z U a W a D (� UQ O O L F Z U y a W m IRS IRS jc 1.0 `a3 ffJ o qW CL o BAYSIDE2 SERVICEAREA 10 EXISTING ROADWAY INVENTORY 4' oadway m Length(.I) esignation(Aerial) eak Hour Veh Mi Capacity Veh MiSupply Pk Veh MiTotal ce ss Capaciry ting Deficiencies 3z Volume PkHr Per Lane otal mand PkHr EPkHr VehMi xPkHr VehMiA loll cArdle Rd —h-Rd 125 ft east of Holmes Dr UL 8 cArtlle Rd 125 h east of Holmes Dr S Staples St cArtlle Rd S Staples St Airline Rd cArtlle Rd Airline Rd Nile Dr cArtlle Rd Nile Dr Rotltl Field Rd McArtlle Rd Rotltl Fieltl Rd Jd,Iin Rd P.49 P P C2 479 3PP 292 234 59 P OIlihar Rd S Staples St tang Trl ollihar Rtltang Trl A,ISne Rd Pharaoh Dr RISSDrIoslin Rd Robert Dr Aitrline Rd 16P 425 16 P Robert Dr Airline Rd 0—D, n e Rd Ioslin Rd D, n0 n Rd 32 ft east of Sand Dollar b lllvd Staple,St ve�rh-Rtl -hhar Rd, ft south of Everhart Rd } Staples St ollihar Rtl,—ft south of Everhart Rd tang Trl Q Staples St -,tang Trl McArdle Rd Staples St McArdle Rd 58 W O Stang Trl -hhar Rd Staples St a (/� Z ne Rd nes St j eRtl -'S'S, SAlameda St W eRtl SSAlametla St -hhar Rd V U Z eRtl -hhar Rd M,A,dlS Rd _ ne Rd McArdle Rd e Pharaoh Dr M,A,d Ie Rd �leecArdle Rd W a oFeldRd cArdle Rd SA In Rd AcDr lm—st O ln Rd SS l--St =a Q�DQ Pharaoh Dr U O lin Rd Pharaoh Dr McArdle Rd (V LL n h,Rd McArdle Rd e W O E�erha�t Ra e MCAsme Ra Q F Z Everhart Ra M,Asme Ra staple,St _ E�erhartRa Staple,st SAla —S, Fn U y Robert Dr SAl--St v, Robert drE } X Robert Dr0,— a W medast -h-Rd be°torr m meda5t RnbertDr ArineRd777 857 P meda5t Rd o,InRd H. HIS Jc 1.0 A3 Z SOUTHSIDE 1(SERVICE AREA 11)EXISITNG ROADWAY INVENTORY PeakExisting m Veh-Mi Veh-Mi Veh-Mi Excess LL Exist Lanes Designation Hour %In Deficienci m Capacity Supply Demand Capacity -r Roadway From To Length(ft) Length(mi) based on Volume Service m Pk-Hr Per Pk-Hr Pk-Hr Pk-Hr Veh es Q W0 W Aerial Area Pk-Hr Veh a NB SB EB WB Lane Total' Total' Mi' Mi W x - Ayers St SH 358 Civitan Dr 1995 0.38 2 2 C3 703 100% 315 476 266 210 Q(y Ayers St Civitan Dr Holly Rd 1942 0.37 2 2 C3 703 100% 315 463 259 205 Ayers St Holly Rd Allencrest Dr 3331 0.63 2 2 Al 909 1 100% 540 1,363 573 789 QW Ayers St Allencrest Dr Saratoga Blvd 1980 0.38 2 2 Al 422 100% 540 810 158 652 �� a Ayers St Saratoga Blvd SH 286 3886 0.74 1 1 Cl 98 100% 360 530 72 458 Civitan Dr Ayers St Holly Rd 3595 0.68 1 1 Cl 113 100% 360 490 77 414 Richter St SH 385 Sokol Dr 1962 0.37 1 1 C1 212 100% 360 268 79 189 Richter St Sokol Dr Holly Rd 1160 0.22 1 1 Cl 212 100% 360 158 47 112 White Bird Dr Kostoryz Rd Masterson Dr 3145 0.60 1 1 Cl NC 100% 360 429 Kostoryz Rd SH 358 Sokol Dr/Tiger Ln 1977 0.37 2 2 Al 2592 100% 540 809 970 -162 162 Kostoryz Rd Sokol Dr/Tiger Ln Holly Rd 1919 0.36 2 2 Al 1582 100% 540 785 575 210 Kostoryz Rd Holly Rd White Bird Dr 1996 0.38 2 1 2 Al 2134 1 100% 540 817 807 10 Kostoryz Rd White Bird Dr Masterson Dr 1390 0.26 2 2 Al 2134 100% 540 569 562 7 r Kostoryz Rd Masterson Dr Saratoga Blvd 1960 0.37 2 2 Al 1049 100% 540 802 389 412 Q } Tiger Ln Kostoryz Rd Carroll Ln 2802 0.53 1 1 Cl NC 100% 360 382 - - LU Tiger Ln Carroll Ln Weber Rd 2645 0.50 1 1 Cl NC 100% 360 361 - - F 0 Carroll Ln SH 358 Tiger Ln 1265 0.24 1 1 Cl 701 100% 360 173 168 5 Q y Z Carroll Ln Tiger Ln Holly Rd 2625 0.50 1 1 Cl 654 100% 360 358 325 33 LLJ Carroll Ln E Holly Rd 246'South of Cresthill Dr 1830 0.35 1 1 Cl NC 100% 360 250 - - V U Z Carroll Ln W Holly Rd 194'Cresthill Dr 2009 0.38 1 1 Cl NC 100% 360 274 - - > 7 }Q Evans Rd Saratoga Blvd Acushnet Dr 1547 0.29 1 1 Cl NC 100% 360 211 - - Evans Rd Acush net Dr Bratton Rd 1285 0.24 1 1 Cl NC 100% 360 175 - - LL.) Weber Rd SH 358 Tiger Ln 1310 0.25 3 2 Al 2414 50% 540 335 299 35 1 U U Q Weber Rd Tiger Ln Capri Dr 1584 0.30 2 2 Al 2467 50% 540 324 370 -46 46 r U 0 LL Weber Rd ICapri Dr Holly Rd 1015 0.19 2 2 Al 2467 50% 540 208 237 -30 30 LU 0 Weber Rd Holly Rd Schanen Blvd 1111 0.21 2 2 Al 2501 50% 540 227 263 -36 36 a } Z Weber Rd Schanen Blvd Wickersham St 2347 0.44 2 2 Al 2501 1 50% 540 480 556 -76 76 F U y Weber Rd Wickersham St Capitol Dr 842 0.16 2 2 Al 2501 50% 540 172 199 -27 27 = X Weber Rd Capitol Dr Saratoga Blvd 1032 0.20 2 2 Al 2106 50% 540 211 206 5 W Weber Rd Saratoga Blvd Acushnet Dr 804 0.15 2 2 Al 2136 50% 540 164 163 2 O Weber Rd Acush net Dr Bratton Rd 1840 0.35 2 2 Al 2136 50% 540 376 372 4 0 Weber Rd Bratton Rd Aaron Dr 1313 0.25 2 2 Al 1410 50% 540 269 175 93 Weber Rd Aaron Dr Yorktown Blvd 1451 0.27 2 2 Al 1410 50% 540 297 194 103 Weber Rd IYorktown Blvd Oso Creek 1990 0.38 2 2 Al 1626 50% 540 407 306 101 Sokol Dr Richter St Kostoryz Rd 2646 0.50 1 1 Cl 421 100% 360 361 211 150 Holly Rd SH 286 Ayers St 1091 0.21 2 2 Al 1540 100% 540 446 318 128 Holly Rd Ayers St Civitan Dr 1 1987 0.38 2 2 Al 1540 100% 540 813 579 233 Holly Rd Civitan Dr Richter St 661 0.13 2 2 Al 1540 100% 540 270 193 78 z Holly Rd Richter St Kostoryz Rd 2621 0.50 2 2 Al 1590 100% 540 1,072 789 283 Holly Rd Kostoryz Rd Carroll Ln 2649 0.50 2 2 Al 1590 100% 540 1,084 798 286 HS Holly Rd Carroll Ln Weber Rd 2641 0.50 2 2 Al 1864 100% 540 1,080 1 932 148 HS jc 1.0 A3 ffJ o qW Wx o� CL _ 4W - Masterson Dr White Bird Dr Kostoryz Rd 938 0.18 1 1 C1 NC 100% 360 128 - - Masterson Dr Kostoryz Rd Angelic-Ct 522 0.10 1 1 C1 NC 100% 360 71 - - Allencrest Dr Ayers St Carmago Dr 3133 0.59 1 1 C1 NC 100% 360 427 Norchester Dr Wickersham St Glenway St 932 0.18 1 1 C1 NC 100% 360 127 -Wickersham St Norchester Dr Weber Rd 2714 0.51 1 1 C1 NC 100% 360 370 - - - Saratoga Blvd SH 286 Ayers St 1005 0.19 3 3 A3 2237 100% 720 822 426 396 Saratoga Blvd Ayers St 1286'W of Ranger Ave 2262 0.43 3 3 A3 2288 100% 720 1,851 980 870 - Saratoga Blvd 1286'W of Ranger Ave Ranger Ave 1286 0.24 3 3 A3 2288 100% 720 1,052 557 495 W Saratoga Blvd IRangerAve Cabaniss Pkwy 1552 0.29 1 1 3 1 3 1 A3 2192 1 100% 1 720 1,270 1 644 626 1 1 0 Saratoga Blvd Cabaniss Pkwy Kostoryz Rd 253 0.05 3 3 A3 2192 100% 720 207 105 102 QZ Saratoga Blvd Kostoryz Rd Norchester Dr(PR Segment) 2658 0.50 3 3 A3 2706 100% 720 2,175 1,362 812 Ln LU w Saratoga Blvd Norchester Dr(PR Segment) Evans Rd 678 0.13 3 3 A3 3044 100% 720 555 391 164V 2 Z Saratoga Blvd Evans Rd Weber Rd 2000 0.38 3 3 A3 2767 100% 720 1,636 1,048 588 U Ranger Ave Saratoga Blvd Cabaniss Pkwy 1425 0.27 1 1 C1 NC 100% 360 194 - M29 Cabaniss Pkwy Cactus Dr Saratoga Blvd 2474 0.47 1 1 C1 NC 100% 360 337 - W OL Brezina Rd Bratton Rd 1064'N of Weber Rd 2293 0.43 1 1 C1 NC 100% 360 313 - (n O a Bratton Rd Evans Rd Kram St 1003 0.19 1 1 C1 43 100% 360 137 8 L) 0 Bratton Rd Kram St Weber Rd 1166 0.22 1 1 Cl 43 100% 360 159 9 LL Kram St Acush net Dr Bratton Rd 1845 0.35 1 1 Cl NC 100% 360 252 - 0Acush net Dr Evans Rd Kram St 810 0.15 1 1 Cl NC 100% 360 110Acush net Dr Kram St Weber Rd 1170 0.22 1 1 Cl NC 100% 360 160 - � U 31,631 18,021 376 = X ~ W 0 U) HS HS jc 1.0 A3 Z SOUTH SIDE 2(SERVICE AREA 12)EXISTING ROADWAY INVENTORY �o Designati Peak %In Veh-Mi Veh-Mi Veh-Mi Existing ' o Exist E.- Hour Exre ss Capacity S Roadway From To Length(R( Length(mi( on based Service Capacity Supply De mantl Deficiencies 11, Volume Pk-Hr Veh-Mi' 'y�1 on Aeri al Area Pk-Hr Per Lane Pk-Hr Total' Pk-Hr Total Pk-Hr Veh-Mi Q ul NB Sil EB WR 2D2D V e Weber Rd SH 359 Tiger Ln 1310 0.25 3 2 Al 2414 50% 540 335 299 35 0 e Weber Rd Tiger Ln Capri Dr 1594 0.30 2 2 Al 2467 50% 540 324 370 -46 46 r�y Weber Rd Capri Dr Holly Rd 1015 0.19 2 2 Al 2467 50% 540 209 237 -30 30 Q V s Weber Rd Holly Rd Schanen Blvd 1111 0.21 2 2 Al 2501 50% 540 227 263 -36 36 +5.. Weber RtlSchanen Blvd Wickersham St 2347 0.44 2 2 Al 2501 50% 540 490 556 -76 76 4 W Weber Rd Wickersham St Capitol Dr 942 0.16 2 2 Al 2106 50% 540 172 169 4 0 3 Weber Rd Capitol Dr Saratoga Blvd 1032 0.20 2 2 Al 2106 50% 540 211 206 5 0 �� 8 Weber Rd Saratoga Blvd Acushnet Dr 904 0.15 2 2 Al 2136 50% 540 164 163 2 0 Weber Rd Acushnet Dr Bratton Rd 1940 0.35 2 2 Al 2136 50% 540 376 372 4 0 Weber Rd Bratton Rd Aaron Dr 1313 0.25 2 2 Al 1410 50% 540 269 175 93 0 Weber Rd Aaron Dr Yorktown Blvd 1451 0.27 2 2 Al 1410 50% 540 297 194 103 0 Tiger Ln Weber Rd Flynn Pkwy 2715 0.51 2 2 C3 700 100% 315 649 360 299 0 Capri Dr Weber Rd Tripoli Dr 1199 0.23 1 1 Cl 0 100% 360 162 0 162 0 Tripoli Dr Capri Dr Philippine Dr 1126 0.21 1 1 Cl 0 100% 360 154 0 154 0 Philippine Dr Tripoli Dr Flynn Pkwy 6195 1.17 1 1 Cl 0 100% 360 943 0 943 0 Corona Dr Flynn Pkwy Everhart Rd 2673 0.51 1 1 C1 615 100% 360 365 311 53 0 Bonner Dr Flynn Pkwy Everhart Rd 2701 0.51 1 1C1 0 100% 360 369 0 369 0 N Flynn Pkwy SH 359 Tiger Ln/Corona Dr 1152 0.22 1 1 Cl 652 100% 360 157 142 15 0 Flynn Pkwy Tiger Ln Philippine Dr/Bonner Dr 1472 0.29 1 1 Pl 652 100% 360 201 192 19 0 a } Flynn Pkwy Philippine Dr/Bonner Dr Holly Rd 1359 0.26 1 1 Pl 652 100% 360 195 169 17 0 W S Flynn Pkwy Holly Rd Schanen Blvd 939 0.16 1 1 Pl 652 100% 360 114 103 11 0 0 S Flynn Pkwy Schanen Blvd N Shea Pkwy 350 0.07 1 1 Pi 100% 360 49 0 49 0 F Holly Rd Weber Rd Flynn Pkwy 2991 0.57 2 2 Al 1997 100% 540 1,224 1,069 155 0 Z Holly Rd Flynn Pkwy Everhart Rd 2304 0.44 2 2 Al 1641 100% 540 943 716 227 0 W W Holly Rd Everhart Rd 8ettylean Dr 2649 0.50 2 2 Al 1973 100% 540 1,094 940 144 0 U V Z Holly Rd 8ettylean Dr S Staples St 2647 0.50 2 2 Al 1972 100% 540 1,093 939 144 0 j a Holly Rtl SSta ples St Patton St 2352 0.45 2 2 Al 1962 100% 540 962 974 99 0 LL Holly Rd Patton St Trey Way Ln 237 0.04 2 2 Al 1962 100% 540 97 99 9 0 W 0 Holly Rd Trey Way Ln Airline Rd 2029 0.39 2 2 Al 1962 100% 540 930 754 76 0 ,^ Schanen Blvd Weber Rd E Flynn Pkwy 3065 0.59 1 1 Cl 0 100% 360 419 0 419 0 v, 0 Q Schanen Blvd E Flynn Pkwy Everhart Rd 2405 0.46 1 1 Cl 0 100% 360 329 0 329 0 V N Shea Pkwy E Flynn Pkwy Everhart Rd 2299 0.43 1 1 Cl 0 100% 360 312 0 312 0 N LL W SShea Pwky Everhart Rd O'Hara Dr 2470 0.47 1 1 C1 0 100% 360 337 0 337 0 W 0 0 EShea Pkwy SShea Pkwy Congressional Dr 2945 0.56 1 1 P1 0 100% 360 402 0 402 0 Q } Z EShea Pkwy Congressional Dr Saratoga Blvd 945 0.16 1 1 P1 0 100% 360 115 0 115 0 F F Shea Pkwy Kill-et Dr Congressional Dr 1110 0.21 1 1 P1 0 100% 360 151 0 151 0 T, Ln Shea Pkwy Congressional Dr Saratoga Blvd 945 0.16 1 1 P1 0 200% 360 230 0 230 0 i Congressional Dr Weber Rd W Shea Pkwy 2690 0.51 1 1 C1 0 100% 360 367 0 367 0 ? W Congressional Dr W Shea Pkwy EShea Pkwy 163 0.03 1 1 C1 0 100% 360 22 0 22 0 O Congressional Dr EShea Pkwy Everhart Rd 2976 0.54 1 1 C1 0 100% 360 392 0 392 0 ,^ Aaron Dr Saratoga Blvd Acushnet Dr 1094 0.21 1 1 C1 469 100% 360 149 96 51 0 V/ Aaron Dr Acushnet Dr Wapentate Dr 2950 0.54 1 1 C1 469 100% 360 399 253 135 0 Aaron Dr Wapentate Dr Sun Valley Dr 1969 0.35 1 1 Cl 469 100% 360 255 166 99 0 Aaron Dr Sun Valley Dr Weber Rd 1059 0.20 1 1 Cl 469 100% 360 144 94 50 0 Sun Valley Dr Aaron Dr Cedar Pass Dr 1342 0.25 1 1 C1 332 100% 360 193 94 99 0 Sun Valley Dr Cedar Pass Dr Yorktown Blvd 1600 0.30 1 1 C1 332 100% 360 219 101 119 0 Sanders Dr Saratoga Blvd Acushnet Dr 1237 0.23 1 1 C1 0 100% 360 169 0 169 0 Sanders Dr Acushnet Dr Grand Junction Dr 1613 0.31 1 1 C1 0 100% 360 220 0 220 0 ee Acushnet Dr Weber Rtl Aaron Dr 1724 0.33 1 1 C1 249 100% 360 235 91 154 0 ez Acushnet Dr Aaron Dr Sanders Dr 2259 0.43 1 1 C1 249 100% 360 309 106 202 0 r Acushnet Dr Sanders Dr Mitl tllecoff Dr 525 0.10 1 1 C1 249 100% 360 72 25 47HS 0 HS jc 1.0 A3 Acushnet Dr Mitltllecoff Dr Saratoga Blvd 947 0.16 1 1 Cl 249 100% 360 116 40 76 0 sV Grand Junction Dr Cedar Pass Dr Wapentate Dr 1927 0.36 1 1 Cl 0 100% 360 263 0 263 0 g. Grand Junction Dr Wapentate Dr Sanders Dr 1992 0.36 1 1 C1 0 100% 360 259 0 259 0 3 z e Grand Junction Dr Sanders Dr Everhart Rd 1327 0.25 1 1 C1 0 100% 360 191 0 191 0 eT 1I1 w Wapentate Dr Aaron Dr Grand Junction Dr 219 0.04 1 1 C1 0 100% 360 30 0 30 0 ~~ Middlecoff Dr Acushnet Dr Everhart Rd 994 0.19 1 1 C1 225 100% 360 136 42 93 0 y z Mitltllecoff Dr Everhart Rd Player St 1147 0.22 1 1 C1 225 100% 360 156 49 109 0 W; - PlayerSt Mitltllecoff Dr Saratoga Blvd 1179 0.22 1 1 C1 134 100% 360 161 30 131 0 Q IIS e Yorktown Blvd Weber Rd Sun Valley Dr 1767 0.33 2 2 A2 1546 50% 720 492 259 223 0 - Yorktown Blvd Sun Valley Dr Oso Pkwy 3909 0.74 2 2 A2 1546 50% 720 1,066 572 494 0 W Yorktown Blvd Oso Pkwy Everhart Rd 2390 0.45 2 2 A2 1355 50% 720 652 307 345 0 +1 w Yorktown Blvd Everhart Rd Lipes Blvd 2190 0.41 2 2 A2 1591 50% 720 597 330 267 0 3" Yorktown Blvd Lipes Blvd SStaples St 3115 0.59 2 2 A2 1514 50% 720 950 447 403 0 8� Yorktown Blvd S Staples St Loire Blvd 2397 0.45 2 2 A2 1599 50% 720 654 361 293 0 Yorktown Blvd Loire Blvd Cimarron Blvd 2904 0.55 2 2 A2 2032 50% 720 792 559 233 0 Everhart Rd SH 359 Corona Dr/Williams Dr 1079 0.20 2 2 Al 3721 100% 540 441 760 -319 319 Everhart Rd Corona Dr/Williams Dr Bonner Dr 1512 0.29 2 2 Al 3597 100% 540 619 1,027 -409 409 Everhart Rd Bonner Dr Holly Rd 1290 0.24 2 2 Al 2199 100% 540 529 535 -7 7 Everhart Rd Holly Rd Schanen Blvd 449 0.09 2 2 Al 2179 100% 540 194 195 -1 1 Everhart Rd Schanen Blvd N Shea Pkwy 764 0.14 2 2 Al 2179 100% 540 313 315 -3 3 Everhart Rd IN Shea Pkwy SShea Pkwy 190 0.04 2 2 Al 2179 100% 540 79 79 -1 1 Everhart Rd SShea Pkwy Woolridge Rd 545 0.10 2 2 Al 2179 100% 540 223 225 -2 2 Everhart Rd Woolritlge Rd Con re onal Dr 1515 0.29 2 2 C3 1996 100% 315 362 541 -190 190 N Everhart Rd Congressional Dr Saratoga BW 1963 0.35 2 2 C3 1996 100% 315 445 666 -221 221 r p Everhart Rd Saratoga Blvd Mitltllecoff Rd 1191 0.22 2 2 Al 3154 100% 540 493 705 -222 222 Everhart Rd Mitltllecoff Rd Grand Jct Dr/Snowgoose Rd 1449 0.27 2 2 Al 1952 100% 540 593 536 57 0 W Everhart Rd Grand Jct Dr/Snowgoose Rd Cedar Pass Dr 2641 0.50 2 2 Al 153J 100% 540 1,090 769 312 0 _ O Everhart Rd Cedar Pass Dr Yorktown Blvd 2629 0.50 2 2 C3 769 100% 315 627 392 245 0 F F Williams Dr Everhart Rd Blanche Moore Dr 2692 0.51 2 2 C3 796 100% 315 640 404 236 0 Q Z Williams Dr Blanch Moore Dr SStaples St 2659 0.50 2 2 C3 796 100% 315 634 401 234 0 W W Williams Dr SStaples St Treyway Ln 2642 0.50 2 2 C3 979 100% 315 630 440 191 0 U V Z Williams Dr Treyway Ln Airline Rd 652 0.12 2 2 C3 979 100% 315 156 109 47 0 Blanche Moore Dr SH 359 Williams Dr 1290 0.24 1 1 1 Cl 100% 360 175 0 175 0j a Betty Jean Dr Williams Dr Holly Rd 2616 0.50 1 1 Cl 0 100% 360 357 0 357 0 LL St Andrews Dr Holly Rd Woolritlge Rd 2916 0.55 1 1 Cl 0 100% 360 399 0 399 0 AL,U^ a Q St Andrews Dr Woolritlge Rd Long Meadow Dr 1451 0.27 1 1 Cl 0 100% 360 199 0 199 0 V/ O a Long Meadow Dr St Andrews Dr Saratoga Blvd 1267 0.24 1 1 C1 0 100% 360 173 0 173 0 Long Meadow Dr Saratoga Blvd Hunt Dr 1797 0.34 1 1 C1 0 100% 360 244 0 244 0 N (�U 0 LL Hunt Dr Saratoga Blvd Long Meadow Dr 909 0.17 1 1 C1 0 100% 360 124 0 124 0 W O Hunt Dr Long Meadow Dr Timbergate Dr 1970 0.37 1 1 C1 0 100% 360 269 0 269 0 0 >- z Timbergate Drive Snowgoose Rtl/Glassgow Dr Hunt Dr 735 0.14 1 1 C1 407 100% 360 100 57 44 0 ,^ F Timbergate Drive Hunt Dr SStaples St 1707 0.32 1 1 Cl 407 100% 360 233 132 101 0 V/ U Timbergate Drive S Staples St Patti Dr 0.00 1 1 C1 407 100% 360 0 0 0 0 = X Timbergate Drive Patti Dr 911'E of Patti Dr 0.00 1 1 Cl 407 100% 360 0 0 0 0 W Woolritlge Rd Everhart Rd St Andrews St 2602 0.49 1 1 Cl 340 100% 36013. 169 197 0 Woolritlge Rd St Andrews St SStaples St 3126 0.59 1 1 Cl 340 100% 360202 225 0 O,^ Woolritlge Rd SStaples St Patton St 2150 0.41 2 2 C3 1444 100% 315599 -75 75 V/ Woolritlge Rd Patton St Parkway Dr 157 0.03 2 2 C3 1444 100% 31543 -5 5 Woolritlge Rd Parkway Dr Cimarron Blvd 2969 0.56 2 2 C3 1444 100% 315912 -103 103 Trey Way Ln Williams Dr Holly Rd 2619 0.50 1 1 Cl 0 100% 360 0 357 0 S Staples St SH 359 Williams Dr 1291 0.24 2 2 Al 3922 100% 540951 127 427 S Staples St Williams Dr Holly Rd 2615 0.50 2 2 Al 3922 100% 5401,942 -973 973 S Staples St Holly Rd Woolritlge Rd 2679 0.51 2 2 Al 4195 100% 5402,123 -1,027 1,027 S Staples St Woolritlge Rtl Spohn Dr 1699 0.32 2 2 Al 2927 100% 540942 -247 247 S Staples St Spohn Dr Saratoga Blvd 972 0.19 2 2 Al 2903 100% 540516 -119 119 S Staples St Saratoga Blvd Timbergate Dr 2662 0.50 2 2 A2 2765 100% 720 1,452 1,394 59 0 S Staples St Tmbergate Dr Lipes Blvd 2644 0.50 2 2 A2 2199 100% 720 1,442 1,096 346 0 HS HS ic 1.0 `a3 Z SStaples St Lipes Blvd Yorktown Blvd 2644 0.50 2 2 A2 1)44 100% 720 1,442 874 569 0 Spohn Dr S Spohn Dr Saratoga Blvd 905 0.17 2 2 C3 0 100% 315 216 0 216 0 S11.9111e Rd Everhart Rd Timbergate Dr 3034 0.57 1 1 Cl 393 100% 360 414 220 194 0 Glasgow Dr Timbergate Dr Sunwootl Dr 2714 0.51 1 1 Cl 0 100% 360 370 0 370 0 Q z Cedar Pass Dr Sun Valley Dr Grand Junction Dr 960 0.19 1 1 Cl 396 100% 360 131 70 61 0 +�1 e Cedar Pass Dr Grand Junction Dr Everhart Rd 3304 0.63 1 1 C1 434 100% 360 451 272 179 0 z_ e_ Cedar Pass Dr Everhart Rd Sunwootl Dr 2627 0.50 1 1 Cl 290 100% 360 359 144 214 0 Sunwootl Dr Cedar Pass Dr Lipes Blvd 156 0.03 1 1 Cl 290 100% 360 21 9 13 0 v v Lipes Blvd Yorktown Blvd Sunwootl Dr 2912 0.55 1 1 Cl 101 100% 360 397 55 342 0 w i Lipes Blvd Sunwootl Dr SStaples St 2695 0.51 1 1 Cl 101 100% 360 366 51 315 0 ~W Lipes Blvd SStaples St Gingerberry Dr 1437 0.27 1 1 Cl 499 100% 360 196 136 60 0 3� Lipes Blvd Gingerberry Dr Spanish Wootl Dr 627 0.12 1 1 Cl 499 100% 360 96 59 26 0 8 Lipes Blvd Spanish Wood Dr erockhampton St 1919 0.36 1 1 Cl 499 100% 360 262 191 90 0 Lipes Blvd erockhampton St Cimarron Blvd 1359 0.26 1 1 C1 499 100% 360 195 129 57 0 Patton St Holly Rd Woolridge Rd 2701 0.51 1 1 Cl 0 100% 360 369 0 369 0 Parkway Dr Woolridge Rd Spohn Dr 1199 0.23 1 1 Cl 0 100% 360 164 0 164 0 Spohn Dr S Staples St Spohn S 1336 0.25 2 2 C3 0 100% 315 319 0 319 0 Spohn Dr Spohn S Parkway Dr 1215 0.23 2 2 C3 0 100% 315 290 0 290 0 Patti Dr Saratoga Blvd Du nbarton Oaks Dr 991 0.19 1 1 Cl 0 100% 360 135 0 135 0 Patti Dr -b-.d Oaks Dr Commonwealth Dr 920 0.16 1 1 Cl 0 100% 360 112 0 112 0 Simpson Dr Saratoga Blvd 486'N of-ba-d Oaks Dr 475 0.09 1 1 Pi 0 100% 360 65 0 65 0 D unb-d Oaks Dr Patti Dr 125'W of Durham Dr 939 0.16 1 1 Cl 93 100% 360 114 13 101 0 N D unb-d Oaks Dr 125'W of Durham Dr Cimarron Blvd 2761 0.52 1 1 Cl 93 100% 360 377 43 333 0 _ Spanish Wood Dr Lipes Blvd Stonehenge Dr 1207 0.23 1 1 Cl 0 100% 360 165 0 165 0 Q } Stonehenge Spanish Wood Dr erockhampton St 0.00 1 1 Cl 0 100% 360 0 0 0 0 W Gingerberry Dr Lipes Blvd Loire Blvd 2014 0.39 1 1 Cl 0 100% 360 275 0 275 0 F 0 Loire Blvd Gingerberry Dr Yorktown Blvd 1334 0.25 1 1 C1 0 100% 360 192 0 192 0 QZ erockhampton St Stonehenge St Cimarron Blvd 1490 0.29 1 1 Cl 0 100% 360 202 0 202 0 WLn W erockhampton St Stonehenge St Lipes Blvd 0.00 1 1 Cl 0 100% 360 0 0 0 0 Airline Rd SH 359 Williams Dr 1455 0.29 2 2 Al 3263 50% 540 299 450 -152 152 U V Z Airline Rd Williams Dr Holly Rd 2929 0.55 2 2 Al 1605 50% 540 599 445 154 0 \ } Airline Rd Holly Rd Cimarron Blvd 2090 0.39 2 2 Al 2991 50% 540 425 599 -164 164 Cimarron Blvd Airline Rd Woolridge Rd 990 0.17 2 2 Al 2000 50% 540 190 167 1 13 0 W d Cimarron Blvd Woolridge Rd Saratoga Blvd 2649 0.50 2 2 Al 2000 50% 540 542 502 40 0 ,,n^ 0 Cimarron Blvd Saratoga Blvd Du nbarton Oaks Dr 1290 0.24 2 2 Al 2539 50% 540 264 310 16 46 V/ 0 a Cimarron Blvd -b-.d Oaks Dr erockhampton St 1107 0.21 2 2 Al 2539 50% 540 226 266 10 40 N V 0 Cimarron Blvd erockhampton St Lipes Blvd 2992 0.55 2 2 Al 0 50% 540 590 0 590 0 LL Cimarron Blvd Lipes Blvd Yorktown Blvd 2631 0.50 2 2 Al 1333 50% 540 539 332 206 0 W 0 (, Saratoga Blvd Weber Rd Aaron Dr 1699 0.32 3 3 A3 3059 100% 720 1,391 979 403 0 a Z Saratoga Blvd Aaron Dr Shea Pkwy 970 0.16 3 3 A3 3059 100% 720 712 504 209 0 ~ F Saratoga Blvd Shea Pkwy EShea Pkwy 165 0.03 3 3 A3 3059 100% 720 135 96 39 0 = V � Saratoga Blvd EShea Pkwy Sanders Dr 665 0.13 3 3 A3 3059 100% 720 544 395 159 0 X Saratoga Blvd Sanders Dr Acushnet Dr 1000 0.19 3 3 A3 3059 100% 720 1 919 579 239 0 ? W Saratoga Blvd Acushnet Dr Everhart Rd 995 0.17 3 3 A3 3059 100% 720 724 513 211 0 O Saratoga Blvd Everhart Rd Player St 1150 0.22 3 3 A3 3215 100% 720 941 700 241 0 ,^ Saratoga Blvd Player St Long Meadow Dr 930 0.19 3 3 A3 3215 100% 720 761 566 195 0 V/ Saratoga Blvd Long Meadow Dr Hunt Dr 735 0.14 3 3 A3 3215 100% 720 601 447 154 0 Saratoga Blvd Hunt Dr SStaples St 2490 0.47 3 3 A3 3526 100% 720 2,029 1,656 373 0 Saratoga Blvd S Staples St Spohn Dr S 1274 0.24 3 3 A3 3923 100% 720 1,042 922 120 0 Saratoga Blvd Spohn D,S Patti Dr 442 0.09 3 3 A3 3923 100% 720 362 320 42 0 Saratoga Blvd Pi Dr Simpsons Dr 942 0.16 2 2 A2 3923 100% 720 459 610 -150 150 Saratoga Blvd Simpsons Dr Cimarron Blvd 2719 0.51 2 2 A2 3923 100% 720 1,493 1,969 -496 496 att pp 55,036 38,010 17,026 4,829 zz r HS HS ic 1.0 `a3 SOUTHSIDE4(SERVICE AREA 13)EXISTING ROADWAY INVENTORY Z Peak V Exist Lanes Designation Hour %In Roadway From To Length(ft) Length(mi) based on Volume Service Veh-Mi Capacity Veh-Mi Supply Veh-Mi Demand Excess Capacity Existing Deficiencies ^} Pk-Hr Per Lane Pk-Hr Total' Pk-Hr Total' Pk-Hr Veh-Mi' Pk-Hr Veh-Mi -Q w NB SB EB WB Aerial Area W pW Yorktown Blvd Weber Rd Sun Valley Dr 1767 0.33 2 2 A2 1546 100% 720 964 518 446 0 W; Yorktown Blvd Sun Valley Dr Oso Pkwy 3909 0.74 2 2 A2 1355 100% 720 2,132 1,003 1,129 0 Q Iy■ Yorktown Blvd Oso Pkwy Everhart Rd 2390 0.45 2 2 A2 1355 100% 720 1,304 613 690 0 V.rkt.wn Blvd Everhart Rd Lipe,Blvd 2190 0.41 2 2 A2 1591 100% 720 1,195 660 534 0 Q W - V.rkt.wn Blvd I Lipes Blvd SStaples St 3115 0.59 2 2 A2 1591 100% 720 1,699 939 760 0 3 z Oso Pkwy SStaples St Everhart Rd 5868 1.11 1 1 P1 128 100% 360 800 143 657 0 g w Oso Pkwy Everhart Rd Yorktown Blvd 3678 0.70 1 1 P1 128 100% 360 502 89 412 0 Everhart Rd Yorktown Blvd Oso Pkwy 1248 0.24 2 2 C3 768 100% 315 298 182 116 0 Boston Dr Yorktown Blvd S Staples St 4168 0.79 1 1 Cl 101 100% 360 568 79 489 0 S Oso Pkwy Deer Park Dr 463'E of Fox Glove Ln 5064 0.96 1 1 Al 0 100% 540 1,036 0 1,036 0 Weber Road Yorktown Blvd City Limits 1984 0.38 2 2 Al 1626 100% 540 812 611 201 0 S Staples St Yorktown Blvd Strasbourg Dr 875 0.17 2 2 A2 1744 50% 720 239 145 94 0 S Staples St Strasbourg Dr Boston Dr 450 0.09 2 2 A2 1744 50% 720 123 74 48 0 S Staples St Boston Dr Oso Pkwy1585 0.30 2 2 A2 1248 50% 720 432 187 245 0 Yorktown Blvd S Staples St Loire Blvd 2397 0.45 2 2 A2 1588 50% 720 654 361 293 0 M Yorktown Blvd Loire Blvd Cimarron Blvd 2904 0.55 2 2 A2 1588 50% 720 792 437 355 0 r Yorktown Blvd Cimarron Blvd 309'W of W Logan Dr 3169 0.60 2 2 A2 1445 50% 720 864 434 431 0 Yorktown Blvd 309'W of W Logan Dr Rodd Field Rd 2075 0.39 2 2 A2 1360 50% 720 566 267 299 0 W Yorktown Blvd Rodd Field Rd Fred,Folly Dr 2496 0.47 1 1 Cl 1276 50% 360 170 302 -131 131 Yorktown Blvd Fred,Folly Dr 1274'E of Starry Rd 4070 0.77 1 1 Cl 1276 50% 360 278 492 -214 214 0 Yorktown Blvd 1274'E of Starry Rd Cay.d el O,.(Water Feature) 18961 0.36 1 1 Cl 678 50% 360 129 122 8 0 Ln Z W LU S Staples St V.rkt.wn Blvd Strasburg Dr 874 0.17 2 2 A3 1248 50% 720 238 103 135 0 W S Staples St Strasburg Dr Boston Dr 450 0.09 2 2 A3 1248 50% 720 123 53 70 0 U V Z SStaples St Boston Dr Os.Pkwy 1730 0.33 2 2 A3 1248 50% 720 472 204 267 0 ; } S Staples St Os.Pkwy 185'E.f S Os.Pkwy 3725 0.71 2 2 A3 1248 50% 720 1,016 440 576 0 S Staples St 185'E S Os.Pkwy S Os.Pkwy 185 0.04 2 2 A3 1248 50% 720 50 22 29 0 W d S Staples St S Os.Pkwy Kitty Hawk Dr 1744 0.33 2 2 Al 1248 50% 540 357 206 151 0 U) Q S Staples St Kitty Hawk Dr C.Rd 41 2637 0.50 2 2 Al 1248 50% 540 539 312 228 0 V 0 Strasbourg Dr SStaples St Loire Blvd 2374 0.45 1 1 Cl 0 100% 360 324 0 324 0 LL W 0 W Strasbourg Dr Loire Blvd Grenoble Dr 2439 0.46 1 1 Cl 0 100% 360 333 0 333 0 Strasbourg Dr Grenoble Dr Marseille Dr 1478 0.28 1 1 Cl 0 100% 360 202 0 202 0 Z Loire Blvd V.rkt.wn Blvd Strasbourg Dr 984 0.19 1 1 Cl 0 100% 360 134 0 134 0 F F Cimarron Blvd V.rkt.wn Blvd Grenoble Dr 2146 0.41 2 2 C3 1436 100% 315 512 584 -72 72 = U Cimarron Blvd Grenoble Dr Kodiak Dr 1998 0.38 2 2 Cl 1436 1 100% 1 360 545 544 1 0 Cimarron Blvd Kodiak Dr Lens Dr 1722 0.33 1 1 Cl 1436 100% 360 235 468 -234 234 ? W Cimarron Blvd Lens Dr Legacy Pt 1461 0.28 1 1 Pi 1436 100% 360 199 397 -198 198 Road H/Dalmati.n Dr Safety Steel Dr 552'S.f V.rkt.wn Blvd 2425 0.46 1 1 Cl 0 100% 360 331 0 331 0 O Grenoble Dr Strasbourg Dr Cimarron Blvd 1046 0.20 1 1 Cl 82 100% 360 143 16 126 0 Bison Dr Cimarron Blvd N.rthwind Dr 2483 0.47 1 1 Cl 0 100% 360 339 0 339 0 Marseille Dr Strasbourg Dr Os.Pkwy 2081 0.39 1 1 Cl 0 100% 360 284 0 284 0 Safety Steel Dr 1003'W.f Road H Road H/Dal-ti..Dr 976 0.18 1 1 Cl 0 100% 360 133 0 133 0 Os.Pkwy Cimarron Blvd Marselle Dr 695 0.13 1 1 Pi 210 100% 360 95 28 67 0 Os.Pkwy Marselle Dr S Staples St 5620 1.06 1 1 Pi 327 100% 360 766 348 419 0 Kodiak Dr Cimarron Blvd Wolverine Dr 1762 0.33 1 1 Cl 0 100% 360 240 0 240 0 Wolverine Dr Kodiak Dr La Salle Dr 248 0.05 1 1 Cl 0 100% 360 34 0 34 0 La Salle Dr Wolverine Dr Rock Crest Dr 900 0.17 1 1 Cl 0 100% 360 123 0 123 0 Fred's Folly Dr V.rkt.wn Blvd Stampede Rd 1720 0.33 1 1 Cl 0 100% 360 235 0 235 0 23,555 1 11,382 1 12,173 849 HS Jc 1.0 `a3 SOUTHSIDE 3(SERVICE AREA 14)EXISTING ROADWAY INVENTORY Designation Peak V.In Veh-Mi Veh-Mi Veh-Mi Existing V Exist Lanes Hour Excess Capaeity s- R-d-y From To Length(mi( based on Service Capacity Supply Demand Deficiencies Volume Pk-Hr Veh-Mi' �j Aerial Area Pk-Hr Per Lane Pk-Hr Total' Pk-Hr To[al� Pk-Hr Veh-Mi S NB SB Ell WR 2D2D w Williams Dr Airline Rd Nile Dr 1.00 2 2 C3 466 100% 315 629 465 164 0 W m' Williams Dr Nae Dr Rotltl Field Rd 0.39 2 2 c3 991 l00% 315 239 339 -99 99 Q W a Nile Dr SH 359 Williams Dr 0.24 1 1 Cl 602 l00% 360 96 145 -59 59 iS Rotltl Fieltl Rd SH 359 Williams Dr 0.24 2 2 Al 2,242 l00% 540 259 539 -279 279 UA Z ,yL e _ Rotltl Fidid Rd Williams Dr HOIIy Rd 0.49 2 2 Al 2,739 l00% 540 529 1,342 812 912 ��vy Rotltl Fieltl Rd Holly Rd 1313'N of Woolritlge Rd 0.26 2 2 Al 2,496 100% 540 291 646 -365 365 11 i e Rotltl Fieltl Rd 1313'N of Woolritlge Rd Woolritlge Rd 0.25 2 2 Al 2,496 100% 540 270 621 -351 351 W Rotltl Fieltl Rd Woolritlge Rd Saratoga Blvd 0.5 2 2 Al 2,166 100% 540 540 1,093 -543 543 3 Rotltl Fieltl Rd Saratoga Blvd Brooke Rd 0.5 2 2 A2 1,392 100% 720 720 691 29 0 8 Rotltl Fieltl Rd Brooke Rd Slough Rd 0.5 2 2 A2 1,296 100% 720 720 649 72 0 Rotltl Fieltl Rd Slough Rd Yorktown Blvd 0.5 2 2 A2 1,103 100% 720 720 552 169 0 Lexington Rd SH 359 1365'S.f SH 359 0.26 1 1 Cl 126 100% 360 94 33 61 0 Lexington Rd 1365'S.f SH 359 Holly Rd 0.51 1 1 Cl 126 100% 360 194 64 119 0 Eddis J.slid Rd SH 359 512'S.f SH 359 0.1 2 2 Cl 692 100% 360 72 69 4 0 Ennisloslin Rd Williams Dr Holly Rd 0.5 2 2 Al 692 100% 540 540 341 199 0 Ennis loslin Rd Holly Rd Woodridge Rd 0.51 2 2 C2 100% 300 306 0 306 0 Pa ul Jones Ave SH 359 1540'S of SH 359 0.29 1 1 Cl 237 100% 360 104 69 36 0 Pa ul Jones Ave 1540'S of SH 359 Holly Rd 0.5 1 1 Cl 172 100% 360 190 96 94 0 Holly Rd Airline Rd Rotltl Fieltl Rd 1.13 2 2 Al 0 100% 540 1,220 0 1,220 0 Holly Rd Rotltl Fieltl Rd Lexington Rd 0.5 1 1 C2 450 100% 300 150 225 -75 75 Holly Rd Lexington Rd Ennis loslin Rd 0.29 1 1 C2 450 100% 300 94 126 -42 42 Q } Holly Rd Ennis J.slid Rd Pa ulJones Ave 0.47 1 1 Cl 246 100% 360 169 115 54 0 W Holly Rd Pa ulJones Ave 2571'E of HM-St 0.76 1 1 Cl 752 100% 360 274 572 -299 299 0 Woolritlge Rd Airline Rd Wootlway Dr 0.67 2 2 C3 0 100% 315 422 0 422 0 Z Woolritlge Rd Wootlway Dr Rotltl Fieltl Rd 0.21 2 2 C3 0 100% 315 132 0 132 0 Ln Ln W Woolritlge 2Rotltl Fieltl Rd Victoria Park Dr 0.63 1 1 Cl 503 100% 360 227 317 -90 90 LU U = Z Woolritlge Rd Victoria Park s Jo Dr Ennislin Rd 0.15 1 1 C1 503 100% 360 54 75 -21 21 V - W..IridgeRd Ennis Joslin Rd Oso Pkwy 0.57 1 1 Cl 503 100% 360 205 297 -92 92 j a Saratoga Blvd Cimarron Blvd Airline Rd 0.39 2 2 A2 0 100% 720 547 0 547 0 LL Saratoga Blvd Airline Rd Rotltl Fieltl Rd 0.63 2 2 A2 1,601 100% 720 907 1,009 -102 102 W C 0 Victoria Pa rk Dr Woolritlge Rd Oso Pkwy 0.45 1 1 Cl 135 100% 360 162 61 101 0 ,^ erockhampton St Cimarron Blvd Stone Hedge St 0.4 1 1 Cl 135 100% 360 14454 90 0 v, Q Q erockhampton St Stone Hedge St Lipes Blvd 0.33 1 1 Cl 135 100% 360 119 45 74 0 U erockhampton St La Rochelle Way Lipes Blvd 0.61 1 1 Cl 135 100% 360 220 92 137 0 M LL W Lipes Blvd Cimarron Blvd Bronx Dr 0.39 1 1 Cl 495 100% 360 140 193 -53 53 W 0 0 Lipes Blvd 1724'W of Airline Crossing Dr Airline Rd 0.31 1 1 Cl 495 100% 360 112 153 12 42 0 } Z Yorktown Blvd Cimarron Blvd 309'W of W Logan Dr 0.6 2 2 A2 1,445 100% 720 964 967 -3 3 F F Yorktown Blvd 309'W of W Logan Dr Rotltl Fieltl Rd 0.39 2 2 A2 1,360 100% 720 562 530 31 0 = U (� Yorktown Blvd Rotltl Fieltl Rd Fretls Folly Dr 0.47 1 1 Cl 1,276 50% 360 95 300 -215 215 Yorktown Blvd Fretls Folly Dr 1274'E of Starry Rd 0.77 1 1 Cl679 50% 360 139 261 -122 122 ? of Yorktown Blvd 1274'E of Starry Rd Cay.del Oso(Water Feature) 0.36 1 1 Cl 679 50% 360 65 122 -57 57 Airline Rd SH 359 Williams Dr 0.29 2 2 Al 3,263 50% 540 151 457 -306 306 O 0,^ Airline Rd Williams Dr Holly Rd 0.55 2 2 Al 3,701 50% 540 297 1,019 -721 721 V/ Airline Rd Holly Rd Cimarron Blvd 0.39 2 2 Al 2,991 50% 540 211 593 -373 373 Airline Rd Cimarron Blvd Woolritlge Rtl 0.17 2 2 Al 1,196 50% 540 92 102 -10 10 Airline Rd W..Iri dge Rd Saratoga Blvd 0.56 2 2 Al 1,165 100% 540 605 652 17 47 Airline Rd Saratoga Blvd Brooke Rd 0.56 2 2 Al 1,147 100% 540 605 643 -39 39 Airline Rd Brooke Rtl Lipes Blvd 0.52 2 2 Al 664 100% 540 562 345 216 0 Fretls Folly Dr Slough Rd 1320'Sof Slough Rd 0.24 1 1 Cl 0 100% 360 96 0 96 0 Slough Rd Airline Rd Rotltl Fieltl Rd 0.15 2 2 Cl 369100% 360 109 55 53 0 Slough Rd Rotltl Fieltl Rd 292'W.f Fretls Folly Dr 0.5 1 1 Cl 369 100% 360 190 195 -5 5 e' 12- Slough Rd 292'W.f Fretls Folly Dr Fretls Folly Dr 0.05 1 1 Cl 369 100% 360 19 19 0 0 1p,121 Slough Rd Fretls Folly Dr 560'E.f Amethyst Dr 0.22 1 1 Cl 369 100% 360 79 91 -2 2 16,469 17,263 -)94 5,211 HS HS jc 1.0 `a3 ffJ o qW Wx o� CL _ 4W - LONDON(SERVICE AREA 15)EXISTING ROADWAYS Designation %In Length Exist Lanes Peak Hour Veh-Mi Capacity Veh-Mi Supply Veh-Mi Demand Excess Capacity Existing Deficiencies - Roadway From To hased on Service } (mi) Volume Pk-Hr Per Lane Pk-Hr Total' Pk-Hr Total' Pk-Hr Veh-Mi' Pk-Hr Veh-Mi NB Aerial Area WB F 0 SB EB S Staples St Oso Pkwy Oso Creek 0.22 2 2 C3 1248 100% 315 277 274 3 0 a y Z SStaples St SOso kwy Kitty Hawk Dr 0.37 2 2 Al 1248 100% 540 789 456 333 0 W = W S Staples St Kitty Hawk Dr Co Rd 41 0.50 2 2 Al 1248 100% 540 1,079 623 456 0 u Z Co Rd 41 Co Rd 20A PR E-W Roadway 0.50 1 1 Cl No Counts 50% 360 179 0 a (n } Co Rd 41 PR E-W Roadway IS Staples St 1 0.50 1 1 Cl No Counts 50% 360 180 - - 0 U d Kitty Hawk Dr IS Staples St IMarauder Dr 0.45 1 1 Cl No Counts 100% 360 324 - - 0 0 S OsoPkwy Deer Park Rd S Staples St 1.05 1 1 Pl No Counts 100% 360 756 - - 0 0 0 Soso Pkwy S Staples St City Limits 1.07 1 1 Pl No Counts 100% 360 770 - - 0 W U 0 LL CR 33 ICR 43 Lady Claudia St 0.4 1 1 Cl No Counts 100% 360 288 - - 0 0 CR 33 Lady Claudia St City Limits 0.65 1 1 Cl No Counts 100% 360 468 - - 0 } Z 4,354 1,353 792 0 z U O o X Z W O J H. HS jc 1.0 `a3 ffJ o qW 4~ - - FLOUR BLUFF 1(S-A-I6)EXISTINGROAD-INVENTORY CL -_ Eairt Lanes Peak Hour Volume Veh-Mi Capacity -Mi Supply -Mi Demand Ex cess Capacity Eairting Deficiencies Roadway From To Length(f[) Length(mi) NB SB EB WB Designation(Aerial) 2021 %In SerNce Area CL Pk-Hr Per Lane Pk-Hr Total' Pk-Hr Total' Pk-Hr Veh-Mi' Pk-Hr Veh-Mi° W Hustl In Hornet Dr ldron Rd Deba .14 Ln 730 01 1 Cl 462 10 6 360 50 64 -14 14 Wa Hustlln Homet Dr Deba Ln Laguna Shores Rd 449 0.09 1 1 C1 237 106 360 31 20 11 0 Don Patrldo Rd Flour Bluff Dr Emmaus Dr 1620 0.31 1 1 C1 93 lom 360 110 29 82 0 2 Don Patrldo Rd Emmaus Dr Waldron Rd 159 0.03 1 1 C1 126 106 360 11 4 7 0 6aham Rd Cantea Bay Dr Flour Bluff Dr 1511 0.29 1 1 C1 109 106 360 1C3 31 72 0 6aham Rd Flour Bluff Dr Meeks Rd 2257 0.43 1 1 C1 109 106 360 154 46 108 0 6aham Rd Meeks Rd Waldron Rd 166 0.03 1 1 C1 121 106 360 11 4 7 0 6aham Rd Waldron Rd Laguna Shores Rd 1635 0.31 1 1 C1 68 106 360 111 21 90 0 Compton Rd Flour Bluff Dr 1st Natlonal Dr 906 0.17 1 1 C1 164 106 360 62 28 34 0 Compton Rd -Natlonal Dr Waldron Rd 6206 1.18 1 1 C1 261 10 6 360 1 423 306 117 0 Knld:erbocker St Waldron Rd Laguna Shores Rd 3303 0.63 2 2 C1 464 106 360 450 290 160 0 Purdue Rd Retia Dr Waldron Rd 3641 0.69 1 1 1 1 C1 378 106 360 248 261 -13 13 (p 1,Natlonal Dr Compton Rd SPadre Island Dr 531 0.10 1 1 C1 No mune available lom 360 36 0 r Matlod<St Flour Bluff Dr MIIIt,Dr 3935 0.75 1 1 C1 127 lom 360 268 95 174 0 aarldeSt MI I.,Dr Nas Dr 2019 0.38 1 1 C1 No mune available lom 360 138 - - 0 darlde St Nas Dr Waldron Rd 1100 0.21 1 1 C1 No mune available 106 360 75 - - 0 W darlde St Waldron Rd Mount Dr 1290 0.24 1 1 C1 No mune available 106 360 88 - - 0 Mou.GDr darlde St Lakeside Dr 400 0.08 1 1 C1 No mune available 106 360 27 - - 0 F 0 Lakeside Dr Mou.GDr John F KennedyMemorial Ca useway 2460 0.47 1 1 C1 No mune available 106 360 168 - - 0 (� Z Laguna Shores Rd JFK Memorial Causeway Knld:erbod<er3t 1145 0.22 1 1 Pl 360 106 360 78 78 0 0 W W Laguna Shores Rd Knld<erbod<er St 6aham Rd 470 0.09 1 1 Pl 360 IOC% 360 32 32 0 0 U Laguna Shores Rd -h-Rd Don Patrldo Rd Extension 1669 0.32 1 1 Pl 564 lom 360 114 178 fig 65 V Z Laguna Shores Rd Don Patrldo Rd Extension H-11,Hornet Dr 1376 0.26 1 1 Pl 564 lom 360 94 147 -53 53 Laguna Shores Rd Hustlln Homet Dr Beasley Rd 345 0.07 1 1 Pl 564 5C% 360 12 18 -7 7 NAS Dr 975 ft north of Navy Dr Waldron Rd 7300 1 1.38 2 2 Al 1,838 100% 540 1,493 2,541 -1,048 1,048 W d Waldron Rd NASDr John F Kennedy Memorial Ca useway 1273 0.24 1 1 Pl 611 lom 360 87 147 61 61 Waldron Rd John F Kennedy Memorial Causeway Compton Rd 2640 0.50 2 2 Al 1,538 lom 540 540 819 -279 279 v, 0 -IdronRd ComptonRd -h-Rd 2865 0.54 2 2 Al1,870 lom 540 586 1,015 429 429 Q -IdronRd -h-Rd D.,PamdoRd 441 0.08 2 2 Al 1,756 5M 540 45 73 -28 28 r 0 waldronRd DonPao-ldoRd StardustLn(PR 4312 0.82 2 2 Al 1,370 II 540 441 559 -Ila Ila LL LL Waldron Rd Stardust L,(PR Stgment) Purdue Rd 1929 0.37 2 2 Al 11370 5C% 540 197 250 -53 53 LL 0 0 Waldron Rd Pu rdue Rd Hustlln Hornet Dr 2975 0.56 2 2 Al 1,497 5C% 540 304 422 -117 117 Z Retta Dr Purdue Rd Division Rd 1320 0.25 1 1 C1 57 IOM 360 90 14 76 0 J F Flour Bluff Dr 425 ft north of 9rnblyd St -fl.,k St 1325 0.25 ii C1 37 lom 360 90 9 81 0 (� Flour Bluff Dr -1-k St John F Kennedy Memorial Ca useway 1530 0.29 1 1 C1 397 lom m360104 115 -11 11 X Flour Bluff Dr John F Kennedy Memorial Causeway Compton Rd 1405 0.27 2 2 Al 1,814 lom 540 287 483 -195 19g W Flour Bluff Dr Compton Rd G--Rd 1 1040 0.20 2 2 Al 1,976 lom 540 213 389 -176 176 Flour Bluff Dr 6aham Rd Don Patrldo Rd 1 2650 0.50 2 2 Al 1,536 lom 540 542 821 -279 279 O Flour Bluff Dr Don Patrldo Rd Division Rd 1320 0.25 1 1 C1 1,536 lom 360 90 409 -319 319 SunnycrestSt DIMS[.,Rd Don Patrldo Rd 1311 0.25 1 1 C1 No mune available lom 360 89 0 J Emmaus Dr Don Pdo-ldo Rd Cornerstone Dr 1000 0.19 1 1 C1 N o mune available IOC% 360 68 0 LL Meeks Rd Cornerstone Dr 6aham Rd 1650 0.31 1 1 C1 N o mune avallabl e IOC% 360 113 0 Cornerstone Dr Meeks Rd Emmaus Dr 350 0.07 1 1 Cl No mune available IOC% 360 24 10 8,299 9,720 -2,297 3,265 HIS HIS jc 1.0 `a3 o y o 3�1y1, �r FLOUR BLUFF 2(SERVICEAREA 17)UISTING ROADWAY INVENTORY V %� Roadway From To Length(f[) Length(mi) -tLanes Designation Peak Hour Volume %In Veh-Mi Capacity Veh-Mi Supply Veh-Mi Demand Ea cess Capacity Eairting D.fci....I z NB SB EB WB (A.ri.l) 2021 Service Pk-Hr Per Lane Pk-Hr Total' Pk-Hr Total' Pk-Hr Veh-Mi' Pk-Hr Veh-Mi - Vorktown Blvtl Laguna Shores Rd -1,1-Rd 4635 0.88 1 1 Cl 392 100% 360 316 345 -29 29 Yorktown Blvtl -1,1-Rtl Flour Bluff Dr 5300 1.00 1 1 Pl 555 100% 360 361 557 -196 196 - Yorktown Blvtl Flour Bluff Dr Scarlet Oak Dr 2662 0.50 1 1 Pi 555 100% 360 182 280 -98 98 Yorktown Blvtl Scarlet Oak Dr Berlet Ln 1339 0.25 1 1 Pi 803 100% 360 91 204 -112 112 W Yorktown Blvtl Berlet Ln Roscher Rd 1315 0.25 1 1 Pi 803 100% 360 90 200 -110 110 3 Yorktown Blvtl Roscher Rd 1894 ft Wert of Roscher Rd 1890 0.36 1 1 Cl 803 100% 360 129 288 -159 159 gw Roscher Rd Yorktown Blvtl Ramfieltl Rd 2600 0.50 1 1 Cl 53 100% 360 180 26 154 0 Roscher Rd Ramfieltl Rd Caribbean Dr 2601 0.50 1 1 Cl 53 100% 360 180 26 154 0 Roscher Rd Caribbean Dr Glenoak Dr.(2340 ft north of Caribbean D 2634 0.50 1 1 Cl 53 100% 360 180 26 153 0 Ramfieltl Rd Roscher Rd Scarlet Oak Dr 1598 0.30 1 1 Cl No available counts 100% 360 109 0 0 0 Ramfieltl Rd Scarlet Oak Dr Flour Bluff Dr 3684 0.70 1 1 Cl No available counts 100% 360 251 0 0 0 Caribbean Dr Roscher Rd Goltlen Oak Dr EM 25410.48 1 1 Cl 45 100% 360 173 22 151 0 Caribbean Dr Goltlen Oak Dr EM Purtlue Rtl EM 350 0.07 1 1 Cl 45 100% 360 24 3 21 0 Caribbean Dr Purtlue Rd EM Flour Bluff Dr 1851 0.35 1 1 Cl 45 100% 360 126 16 110 0 Caribbean Dr Flour Bluff Dr Waltlron Rd 5822 1.10 1 1 Cl 45 100% 360 397 50 347 0 Caribbean Dr -Ic-Rtl Jamaica Dr 2681 0.51 1 1 Cl 305 100% 360 183 175 8 0 r Caribbean Dr Jamaica Dr Laguna Shores Rd 1606 0.30 1 1 Cl 208 100% 360 110 63 46 0 r Caribbean Dr Laguna Shores Rd Entl of Rd(d7 ft Bart of Laguna Village Dr) 777 0.15 1 1 Cl 208 100% 360 53 31 22 0 Glenoak Dr 4050 ft Overt of Flour Bluff Dr Flour Bluff Dr 4050 0.55 1 1 Cl 579 100% 360 276 404 -168 168 } - Glenoak Dr Flour Bluff Dr Retta Dr 1807 0.34 1 1 Cl 579 100% 360 123 198 -55 55 Lu Glenoak Dr Retta Dr St Peter St 704 0.13 1 1 Cl 526 100% 360 48 50 -22 22 Glenoak Dr St Peter St Waltlron Rd 2770 0.52 1 1 Cl 526 100% 360 189 276 -85 85 Q 0 Glenoak Dr Waltlron Rd Debra Ln 26730.51 1 1 Cl 249 100% 360 182 126 56 1 0 W Z Glenoak Dr Debra Ln Laguna Shores Rd 1495 0.28 1 1 Cl 13 100% 360 102 4 98 0 W w Metliterranean Dr Waltlron Rd Otranto Dr 860 0.16 1 1 Cl 138 100% 360 59 22 36 0 U Metliteranean Dr Otanto Dr Jamaica Dr 2977 0.56 1 1 Cl 138 100% 360 203 78 125 0 \ u Z Metliterranean Dr Jamaica Dr Laguna Shores Rd 1719 0.33 1 1 Cl 15 100% 360 117 5 112 0 Metliterranean Dr Laguna Shores Rd 350 ft.art of Laguna Shores Rd 350 0.07 1 1 Cl 15 100% 360 24 1 23 0 Scarlet Oak Dr Ramfieltl Rd Yorktown Blvtl 3135 0.59 1 1 Cl No available counts 100% 360 214 0 0 0 W,^ Laguna Shores Rd Hurtlin Hornet Dr Glenoak Dr 2899 0.55 1 1 Pi 523 100% 360 198 287 -89 89 V/ x 0 LagunaShores Rd Glenoak Dr Caribbean Dr 2131 0.40 1 1 Pi 279 100% 360 145 112 33 0 O a Laguna Shores Rd Caribbean Dr Metliterranean Dr 2606 0.50 1 1 Pi 279 100% 360 180 140 41 0 (V V Laguna ShoresRtl Metliterranean Dr Yorktown Blvtl 2682 0.51 1 1 Pi 152 100% 360 183d7 96 0 LL LL W Laguna Shores Rd Yorktown Blvtl T.Entl of RcPNy.cale St) 2726 0.52 1 1 Pi 152 100% 360 186 89 95 0 Waltlron Rtl Hurtlin Hornet Dr Glenoak Dr 2302 0.44 2 2 Al 1,255 1002500 471 505 -56 56 LL O Waltlron Rd Glenoak Dr Caribbean Dr 2603 0.50 2 2 Al 1,057 100% 500 501 529 12 0 F Z Waltlron Rd Caribbean Dr Metliterranean Dr 1740 0.33 1 1 Pl 481 100% 360 119 158 to 40 J F Waltlron Rd Metliterranean Dr Yorktown Blvtl 3569 0.68 1 1 Cl 367 100% 360 243 248 -5 5 V U) Waltlron Rtl Yorktown Blvtl 155 ft south of Sentlea--!Patrol Rd 2610 0.49 1 1 Cl 35 100% 360 178 18 160 0 X Retta Dr Glenoak Dr Purtlue Rd 2640 0.50 1 1 Cl 55 100% 360 180 28 152 0 W Flour Bluff Dr Division Rd PUNue Rd 1319 0.25 1 1 Cl 1,403 100% 360 90 351 -261 261 Flour Bluff Dr Purtlue Rd Glenoak Dr 2623 0.50 1 1 Cl 1,078 100% 360 159 536 -357 357 O Flour Bluff Dr Glenoak Dr Caribbean Dr 2663 0.50 1 1 Cl 589 50% 360 91 149 -58 58 J Flour Bluff Dr Caribbean Dr Ramfieltl Rd 2650 0.50 1 1 Cl 589 50% 360 90 148 -55 55 LL Flour Bluff Dr Ramfieltl Rd Yorktown Blvtl 2633 0.50 1 1 Cl 460 50% 360 90 115 -25 25 St Peter St Glenoak Dr St Fangs St 1938 0.37 1 1 Cl No available counts 50% 360 66 0 0 0 St Fangs St St Peter St 122 ft south of St Phillip Court 1290 0.24 1 1 Cl No available counts 100% 360 88 0 0 0 Jamaia Dr Metliterranean Dr Caribbean Dr 2605 0.50 1 1 Cl No available counts 100% 360 180 0 0 0 Jamaia Dr Carribbean Dr Glenoak Dr 2514 0.48 1 1 Cl 113 100% 360 151 54 118 0 Debra Ln Glenoak Dr Hustlin Hornet Dr 2457 0.47 1 1 Cl 113 100% 360 168 52 115 0 Purtlue Rd Flour Bluff DrRetta Dr 1807 0.34 1 1 Cl 425 100% 360 123 145 -22 22 Berlet Ln Yorktown Blvtl 858ftsouth of Yorktown BHtl 858 0.15 1 1 Pl No available counts 100% 360 60 0 0 0 8,691 5,929 394 2,046 AS AS jc 1.0 `a3 ffJ o qW Wx o� CL _ 4W - PADRE ISLAND 1(SERVICE AREA 19)EXISTING ROADWAY INVENTORY OO Peak Hour %In r Roadway From To Length Exist Lanes Designation Veh-Mi Capacity Veh-Mi Supply Veh-Mi Demand Excess Capacity Existing Deficiencies a (m�) (Aerial) Volume Service Pk-Hr Per Lane Pk-Hr Total' Pk-Hr Total' Pk-Hr Veh-Mi' Pk-Hr Veh-Mi° NB SB EB WB 2D21 Area LU Sea Way Dr TX 361 La Concha Blvd CAR 1 1 Cl 0 100% 360 108 0 108 La Concha Blvd Sea Way Dr 460'Sof Bikini Dr 0.22 1 1 Cl 0 l00% 360 156 0 156 0 Access Road 2 TX 361 834'E of TX 361 0.16 1 1 Cl 6 5o% 360 57 0 56 a D Z Access R,ad2 834'E,f TX 361 Coastline 0.20 1 1 Cl 6 5o% 360 73 1 73 V =jLU TX 361 Beach Access Rd 2 Sea Way Dr 0.78 1 1 RAl 901 l00% 675 1,048 699 349 V Z TX 361 Sea Way Dr 1043'N of La Concha Blvd 0.43 1 1 RA1 901 l00% 675 580 387 193 N>N TX 361 1043'N of La Concha Blvd 1053'Sof Beach View Dr 0.54 1 1 RA1 901 l00% 675 724 483 1 241 Ll. j TX 361 1053'S of each View Dr 1350'N of Beach View Dr 0.45 1 1 RAl 901 l00% 675 612 408 204 LU IL TX 361 1350'N of Beach View Dr Seacomber Dr 0.23 1 1 RAl 901 l00% 675 313 209 104 U) 0 TX 361 Seacomber Dr 462'N of Porto Village.Dr 0.28 1 1 RAl 901 l00% 675 376 251 125 0 TX 361 462'N of Porto Village,Dr 1283'N of Mustang Island Estates Dr 0.46 1 1 RAl 901 l00% 675 619 413 206 r V 0 O TX 361 1283'N of Mustang Island Estates Dr 211'N of Manner's Dr 0.51 1 1 RAl 901 100% 675 692 462 230 Q LL 5,359 3,314 2,045 D z 0 Ur a F Z Uy X W W a aHS HS jC 1.0 A3 qW CL rn PADRE ISI.AND 2(SERVICE AREA 19)EXISTING ROADWAY INVENTORY LU Pea Hour w R..d..y F,.. T. L-gth(,I) Exist L,,,, Designationbin%1,Service V,h-Mi C,p,ckv V,h-Mi Supply V,h-Mi D,,,,d E,c...Capacity Existing Deficienciesp 0 I SBI EB I WB (Aerial) Volume Area Pk-H,Per Lane Pk-H,Total' Pk-H,Total' Pk-H,Veh-Mi' Pk-H,Veh-Me NB 2D21 LU En Access R..,l 2 TX 361 834'E of TX 361 D016 1 1 Cl 6 1 i00% 36D 114 1 113 w Access R..cl 2 834'E ofTX 361 c—lim, D.20 1 1 Cl 6 i00% 36D 146 1 145 > Access Road 3 TX 361 Coastline D.6D 1 1 Cl 6 50% 36D 215 2 214 Z TX 361 Gulf Beach Access R..cl 3 Beach Access Rd 2 4.66 1 1 RAl 938 l00% 675 6,290 4,369 1,921 6,765 4,373 2,392 o ) ULu IL w 04 0 U 0 LL W Z 0 (!) Z U) U U) LU w x 12— HS HS jc 1.0 A3 ffJ o qW Wx o� CL _ 4W - PADRE ISLAND 3(SERVICE AREA 20)EXISTING ROADWAY INVENTORY Peak Exist Lanes Designation Hour %In Veh-Mi Capacity Veh-Mi Supply Veh-Mi Demand Excess Capacity Existing Deficiencies Roadway From To Length(mi) Service (Aerial) Volume Area Pk-Hr Per Lane Pk-Hr Total' Pk-Hr Total' Pk-Hr Veh-Mi' Pk-Hr Veh-Mi NB SB FEB FWB 2021 5 Padre Island Dr Whitecap Blvd 1160'N of Whitecap Blvd 0.22 2 2 A2 2,604 50% 720 316 286 30 5 Padre Island Dr 1160'N of Whitecap Blvd Commodores Dr 1.02 2 2 A2 2,604 50% 720 1,462 1,322 140 0 5 Padre Island Dr Commodores Dr Headsail Ave 0.11 2 2 A2 2,604 50% 720 159 144 15 N 5 Padre Island Dr Headsail Ave Elbow Cay 0.23 2 2 A2 2,604 50% 720 326 295 31 a S Padre Island Dr Elbow Cay Jackfish Ave 0.12 2 2 A2 2,604 50% 720 166 150 16 LU 5 Padre Island Dr Jackfish Ave Aquarius St 0.53 2 2 A2 2,604 50% 720 764 691 73 S Padre Island Dr Aquarius St 3608'W of Aquarius St 0.68 2 2 A2 3,123 50% 720 984 1,067 -83 83 F 0 Whitecap Blvd End of Whitecap Blvd Windward Dr 0.27 1 1 C2 87 50% 300 81 12 70 Z Whitecap Blvd Windward Dr 580'E of 5 Padre Island Dr 0.40 2 2 C2 416 50% 300 241 84 158 V = j Whitecap Blvd 580'E of 5 Padre Island Dr 5 Padre Island Dr 0.12 2 2 C2 416 50% 300 75 26 49 _ V Z Access Road 3 TX 361 Coastline 0.60 1 1 C1 0 50% 360 215 0 215 N>N New Port Pass Rd TX 361 Coastline 0.64 1 1 C1 0 100% 360 463 0 463 Zahn Rd TX 361 Coastline 0.74 1 1 Cl 0 100% 360 530 0 530 LU ?'Q TX 361 5 Padre Island Dr 572'East of 5 Padre Island Dr 0.11 1 2 RA1 949 100% 675 219 103 117 (n 0 TX 361 572'East of 5 Padre Island Dr Zahn Rd 0.75 1 2 RA1 949 100% 675 1,517 711 806 0 a TX 361 Zahn Rd Newport Pass Rd 1.04 1 1 RA1 949 100% 675 1,404 986 417 M V 0 TX 361 Newport Pass Rd Gulf Beach Access Road 3 1.19 1 1 RA1 949 100% 675 1,604 1,127 477 Q LL X Windward Dr St Barthotomew Ave Robla Dr 0.50 1 1 C1 174 100% 360 361 87 274 z 0 Ur Windward Dr Robla Dr Leeward Dr 0.14 2 2 C1 174 100% 360 202 24 177 a Z Windward Dr Leeward Dr White Cap Blvd 0.19 1 1 Cl 174 100% 360 140 34 106 J V Leeward Dr St Barthotomew Ave Windward Dr 0.62 1 1 Cl 106 100% 360 445 65 379 Sand Dollar Ave Packery Ch annel Park Rd Verdemar Dr 1 1 C1 0 100% 360 0 0 0 W 5,253 4,076 1,178 83 LU Ll. a a HS HS Jc 1.0 A3 yo PADRE ISLAND 4(SERVICE AREA 21)EXISTING ROADWAY INVENTORY S a Peak {u m Exist Lanes Designation Hour %In Roadway From To Length(mi) Veh-Mi Capacity Veh-Mi Supply Veh-Mi Demand Excess Capacity Existing Deficiencies 0 W Service y (Aerial) Volume Pk-Hr Per Lane Pk-Hr Total' Pk-Hr Total' Pk-Hr Veh-Mi' Pk-Hr Veh-Mi Area NB S-FEB WB 2021 mal,�■ 5 Padre Island Dr Nueces County Line Sea Pines Dr 0.28 2 2 A2 75 100% 720 796 21 776 5 Padre Island Dr Sea Pines Dr Padre Balli Park Rd 0.49 2 2 A2 584 100% 720 1,407 285 1,122 5 Padre Island Dr Padre Balli Park Rd Encantada Ave 0.02 2 2 A2 584 100% 720 57 12 45 W 5 Padre Island Dr Encantada Ave Padre Balli Park Rd 0.02 2 2 A2 584 100% 720 51 10 41 3 5 Padre Island Dr Padre Balli Park Rd Access Rd 5 0.31 2 2 A2 584 100% 720 896 182 714 8 5 Padre Island Dr Access Rd 5 Merida Dr 0.09 2 2 A2 764 100% 720 259 69 190 5 Padre Island Dr Merida Dr Access Rd 0.23 2 2 A2 764 100% 720 648 172 476 5 Padre Island Dr Access Rd 4 1247'N of Access Rd 4 0.24 2 2 A2 764 10% 720 68 18 50 5 Padre Island Dr 1247'N of Access Rd 4 Whitecap Blvd 0.23 2 2 A2 764 100% 720 665 176 489 5 Padre Island Dr Whitecap Blvd 1160'N of Whitecap Blvd 0.22 2 2 A2 764 50% 720 316 84 232 5 Padre Island Dr 1160'N of Whitecap Blvd Commodores Dr 1.02 2 2 A2 1,813 50% 720 1,462 920 542 5 Padre Island Dr Commodores Dr Headsail Ave 0.11 2 2 A2 2,598 50% 720 159 144 16 5 Padre Island Dr Headsail Ave Elbow Cay 0.23 2 2 A2 2,685 50% 720 326 304 22 - 5 Padre Island Dr Elbow Cay Jackfish Ave 0.12 2 2 A2 2,685 50% 720 166 155 11 (V 5 Padre Island Dr Jackfish Ave Aquarius St 0.532 2 A2 2,685 50% 720 764 712 52 S Padre Island Dr Aquarius St 3608'W of Aquarius St 0.68 2 2 A2 3,141 50% 720 984 1,073 -89 89 W Coral Vine St Sea Pines Ave All-.&Dr 0.34 1 1 C2 0 100% 300 201 0 201 Access Road 6 2510'E of 5 Padre Island Dr 1250'E of 5 Padre island Dr 0.24 1 1 C1 0 100% 360 172 0 172 F Q Access Road 6 1250'E of 5 Padre island Dr 5 Padre Island Dr 0.24 1 1 C1 0 100% 360 170 0 170 Z Sea Pines Ave 5 Padre Island Dr Palmi.Ave 0.12 2 2 C3 212 100% 315 155 26 129 W W Sea Pines Ave Palmira Ave Coral Vine st 0.27 2 2 C3 212 100% 315 337 57 280 V = Sea Pines Ave Co.l Vine stEI Soccorro Loop 0.45 2 2 C2 212 100% 300 545 96 449 \ („) Z Palmi.Ave Sea Pines Ave Encantada Ave 0.52 1 1 C1 24 100% 360 371 12 359 Palmi.Ave Encantada Ave Pescadores Dr 0.15 1 1 C1 0 100% 360 105 0 105 W Palmi.Ave Pescadores Dr Merida Dr 0.22 1 1 C1 0 100% 360 160 0 160 d Palmi.Ave Merida Dr Access Road 4 0.23 1 1 C1 0 100% 360 163 0 163 O a Palmi.Ave Access Road4 Las Tunas Dr 0.24 1 1 C1 0 100% 360 170 0 170 V O Merida Dr 5 Padre Island Dr Palmi.Ave 0.12 1 1 C1 0 100% 360 89 0 89 Q LL X Encantada Ave 5 Padre Island Dr Palmi.Ave 0.12 1 1 C1 215 100% 360 89 26 62 0 Encantada Ave Palmira Ave Gypsy St 0.38 1 1 C1 189 100% 360 277 73 204 Gypsy St Encantada Ave Whitecap Blvd 0.81 1 1 C1 367 100% 360 586 298 288 J F F Whitecap Blvd Endof Whitecap Blvd Windward Dr 0.27 1 1 C2 95 50% 300 81 13 68 (� L Whitecap Blvd Windward Dr 580'E of 5 Padre Island Dr 0.40 2 2 C2 563 50% 300 241 113 128 X Whitecap Blvd 580'E of 5 Padre Island Dr 5 Padre Island Dr 0.12 2 2 C2 563 50% 300 75 35 40 W W Whitecap Blvd 5 Padre Island Dr 660'W of 5 Padre Island Dr 0.13 2 2 C2 1,048 50% 300 75 65 10 aI Whitecap Blvd 660'W of 5 Padre Island Dr Gypsy St 0.37 2 2 C2 1,048 50% 300 224 195 28 Q Whitecap Blvd Gypsy St Aquarius St 0.58 2 2 C2 452 100% 300 697 263 434 Whitecap Blvd Aquarius St West end of Whitecap Blvd 0.78 2 2 C2 293 100% 300 938 229 709 a Aquarius St John F Kennedy Memorial Pkwy Jackfish Ave 0.30 1 1 C1 195 100% 360 220 59 160 Jackfish Ave Aquarius St 5 Padre Island Dr 0.42 1 1 C1 82 100% 360 301 34 267 Commodores Dr Aquarius St W Aquarius St E 0.38 1 1 C1 604 100% 360 1 273 229 44 Commodores Dr Aquarius St E 5 Padre Island Dr 0.35 1 1 C1 792 100% 360 255 281 -26 26 Aquarius St Commodores Dr Whitecap Blvd 1.60 1 1 C1 126 100% 360 1,153 202 951 Commodores Dr Aquarius St E 5 Padre Island Dr 0.27 1 1 C1 604 100% 360 194 163 31 Eliff Road Padre Balli Park Road 1283'S of Padre Balli Park Road 0.24 1 1 C1 0 100% 360 175 0 175 17,520 6,808 10,712 115 HS HS Jc 1.0 `a3 APPENDIX B 10-Year Projected Growth Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total 0.99 0.44 Northwest l(Service Area 1) 844 4.95 82 2.20 i 4,351 105,000 1 80,000 1 73,000 3.60 3.65 5.03 378 292 367 1 1,038 1 5,388 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total 0.99 0.44 Nmthwest2(Service Areal) 1111 4.95 107 2.20 5,729 1 14000 1 120000 1 81500 3.60 3.65 1 5.03 50 1 438 1 410 898 6,628 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total 0. 2. 99 0.44 Nmthwest3(ServiceArea 3( 1291 4.95 125 20 1 6,658 1 158000 163000 81000 3.60 3.65 5.03 569 595 407 1 1,572 8,230 Residential Vehicle-Miles Non Residential Sq FeetTransportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total 0.99 0.44 CC Airport 1(Service Area 4( 0 4.95 42 2.20 92 1 554,000 1 174,000 1 25,000 3.60 1 3.65 1 5.03 1996 1 635 1 126 1 2,757 2,850 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total 0.99 0.44 CC Airport 2(Service Area 5( 0 4.95 29 2.20 1 257000 1 102500 1 10000 1 3.60 1 3.65 5.03 926 374 50 1 1,351 1 1,414 1R sidential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total 0.99 0.44 Westside l(Service Area 6( 481 4.95 86 1 2.20 1 2,568 450,000 1 213,000 1 110,000 3.60 3.65 5.03 1 1620 1 777 1 553 2,951 5,519 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units I Trip Rate I MultiFamily Units Tdp Rate Vehicle Miles Basic I Service I Retail Basic Service Retail Basic 1 Service I Retail Total 0.99 0.44 Westside 2(Service Area 7( 1969 4.95 353 1 2.20 1 10,525 1 125,000 1 175,000 1 213,000 1 3.60 1 3.65 1 5.03 450 1 639 1 1,071 1 2,160 12,685 Residential Vehicle-Miles I Non Residential Sq Feet I Transportation Demand Factorl Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total 0.99 1 1 0.44 Downtown 850 4.95 1 1149 1 2.20 1 6,728 1 11,000 1 333,000 1 57,000 1 3.60 1 3.65 1 5.03 40 1 1,216 1 287 1 1,542 1 8,270 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units I Trip Rate I MultiFamily Units 1 Trip Rate I Vehicle Miles Basic Sery Retail Basic Service Retail Basic Service Retail Total 0.99 1 1 0.44 11 1 Baysidel(Service Area9( 51 1 4.95 1 10 1 2.20 1 274 19,000 1 89,000 1 80,000 3.60 3.65 5.03 68 1 325 1 402 1 796 1,070 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MuhiFamily Units Tdp Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total 0.99 0.44 Bayside 2(Service Area 10) 1750 4.95 326 2.20 9,382 162,000 3.60 3.65 5.03 0 1 0 1 815 815 10,197 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total 0.99 0.44 Southside 1(Service Area 11) 461 4.95 129 2.20 2,565 90,000 190,000 153,000 3.60 3.65 5.03 324 1 694 1 770 1,787 4,352 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total 0.99 0.44 Southside 2(Service Area 12) 473 4.95 129 2.20 2,625 21,000 310,000 358,000 3.60 3.65 5.03 76 1,132 1,801 3,008 5,633 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MuhiFamily Units Trip Rate IVehicle Miles Basic I Service I Retail Basic I Service I Retail Basic Service Retail Total 0.99 0.44 Southside 3(Service Area 14) 2398 4.95 669 2.20 1 13,329 1 21,000 1 222,000 1 136,000 3.60 1 3.65 1 5.03 1 76 1 811 1 684 1 1,570 14,899 Residential Vehicle-Miles I Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MuhiFamily Units Trip Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total Southside 4(Service Area 13) 1855 4.95 517 2.20 10,320 44,500 79,500 98,800 3.60 3.65 5.03 160 290 497 947 11,268 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total N9 0.44 London(Service Area 15) 1250 5 1450 2.20 1 9,368 1 0 1 12,000 1 15,000 3.60 3.65 5.03 0 44 75 1 119 9,487 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MuhiFamily Unksl Trip Rate IVehicle Miles Basic I Service 1 Retail Basic I Service I Retail Basic Service Retail Total 0.99 0.44 Flour Bluff 1(Service Area 16) 256 4.95 47 2.20 1,370 34,000 1 29,000 1 256,000 3.60 1 3.65 1 5.03 1 123 1 106 1 1,287 1 1,516 2,886 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factori Non Residential Vehicle-MilesTotal Vehicle Miles Service Area Single Family Units Trip Rate MuhiFamily Unksl Trip Rate Vehicle Miles Basic Service Retail Basic Service Retail Basic Service Retail Total 0.99 0.44 Flour Bluff 2(Service Area 17) 226 4.95 41 2.20 1,206 4,000 1 0 3,400 3.60 3.65 5.03 14 1 0 17 1 32 1,238 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basi Service Retail Basic Service Retail Basic Service Retail Total 0.99 0.44 padre Island 1(ServiceArea IS) 189 4.95 47 2.20 1 1,036 2000 16000 1000 3.60 3.65 5.03 7 1 58 1 5 1 71 1,107 Residential Vehicle-Miles i Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basi Service Retail Basic Service Retail Basic Service Retail Total 0.99 0.44 padre Island 2(Service Area 11 0 4.95 0 2.20 1 0 1 2000 1 16000 1 1000 3.60 1 3.65 1 5.03 1 7 58 5 1 71 71 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MultiFamily Units Trip Rate Vehicle Miles Basi Service Retail Basic Service Retail Basic Service RetailI Total 0.99 0.44 Padre Island 3(Service Area 20) 62 4.95 IS 2.20 1 338 2000 1 16000 1 27000 1 3.60 1 3.65 1 5.03 1 7 1 58 1 136 201 540 Residential Vehicle-Miles Non Residential Sq Feet Transportation Demand Factor Non Residential Vehicle-Miles Total Vehicle Miles Service Area Single Family Units Trip Rate MohiFamily Units Trip Rate Vehicle Miles Basi Service Retail Basic Service Retail Basic Service Retail Total 0.99 0.44 padre Island 4(Service Area 21) 939 4.95 232 2.20 5,154 10500 108000 96000 3.60 3.65 5.03 38 394 483 915 6,069 APPENDIX C CIP Project List by Service Area t/7 3� o} uj NORTHWEST I(SERVICE AREA I)PROIE[T LIST 01L o limits MTP WP Peak Hour %in Veh-Mi Capacity Pk- V. li Supply Pk- Veh-Mi Total Excen Capacity Pik W�y S-lce Area ProleR Number Roadway length - From To Oesignati Lanes Volume Service WPer Lane ll Demand Pl HV.h-MI Q y 1-A FM 1889 North west Blvd 765'Nof Lake Grande Ave 0.40 A2 4 648 100% 720 1,154 260 894 1-B FM 1889 765'N Lake Grande Ave lake Grande Ave 0.13 A2 4 648 100% 720 368 83 285 Qi 1-C FM 1889 lake Grande Ave 294'Saf Valley View Dr 0.10 A2 4 648 100% 720 286 64 222 4y� 1-D CR 69 Northwest Blvd 1690'Sof No rth west Blvd 0.32 Al 4 200 100% 540 691 64 627 1-E CR 69 1690'S of Northwest Blvd CR 52 0.28 Al 4 200 100% 540 605 56 549 8 1-F No rth west Blvd 1644'Wof Wright M orave k Rd Wright M orave k Rd 0.31 A3 6 2,243 100% 540 11009 698 310 1-G Na rth west Blvd Wright Mo rave k Rd Rive r Tra it St 0.40 A3 6 2,243 100% 540 1,292 894 398 1-H No rth west Blvd River Trail St ERiverview Dr 0.41 A3 6 2,243 100% 540 1,317 912 405 1-1 Na rth west Blvd E Dr Wood RNer Rd 0.17 A3 6 2,243 100% 540 565 391 174 1-i Na rth west Blvd Wood River Rd Trinity River D,/FM 1889 0.12 A3 6 2,243 100% 540 397 275 122 1-K Na rth west Blvd Trinity River D, FM 1889 River Hill Dr 0.43 A3 6 1,962 100% 541 1,396 844 552 1-1- Na rlh west Blvd River Hill Dr CR 69 0.42 A3 6 1,962 10096 542 1,366 824 542 1-M Na rth west Blvd CR 69 Rive rs ide Blvd 0.27 A3 6 3,219 100% 543 880 869 11 - 1-N Na rlh west Blvd Rive rs ide Blvd River E Dr 0.16 A3 6 2,628 10096 544 522 420 102 r 1-0 CR 52 570'E of Emory Dr Emory Dr 0.10 Al 4 New 100% 540 216 0 216 1-P CR 52 Emory Dr IH 69E 0.78 Al 4 New 10096 540 11685 0 1,685 W n 1-Q CR 52 IH 59E 1145'W of IH 69E 0.22 Al 4 420 50% 540 238 46 191 N a 1-11 Loma Alta Rd Leopard St 2057'Sof Leopard St 0.39 Cl 2 0 10096 360 281 0 281 Q F 1-S Loma Alta Rd 2057'Sof leopard St Hearn Rd 0.26 Cl 2 New 100% 360 187 0 0 1-D Callicoatte Rd IH 37 Leopard St 0.11 A3 6 520 5G% 720 228 27 200 �W 1-V Callimatte Rd Leopard St Hearn Rd 0.48 A3 6 520 50% 720 1,035 125 910 U = 1-W Callicoatle Rd Hearn Rd 2350'S of Hearn rd 0.44 A3 6 311 5G% 720 955 69 887 ; V 1-% Calimoatte Rd 2350'Sof Hearn rd 4060'S of Hearn Rd 0.33 A3 6 311 50% 720 713 51 662 J L 1-Y Wright Moavek R Northwest Blvd 1675'S of Northwest Blvd 0.32 A2 4 63 100% 720 922 20 901 W F Z 1-2 Wright lR 1675'S of Northwest Blvd 2245'S of Northwest Blvd 0.10 A2 4 63 10096 720 288 6 282 d (� 1-AA Lake Athens Ave W River Dr 2190'W of W River Dr 0.41 CI 2 New 10096 360 295 0 295 0LLJ 1-AB Lake Athens Ave 2190'W of W River Dr Wright lRd 0.40 Cl 2 New 100% 360 288 0 288 r U 0 1-AC La ke Ath ens Ave 1975'W of Wright M ova rek Rd Wright Moavek Rd 0.36 CI 2 New 100% 360 259 0 259 LL w 1-AD Riverside Blvd 34T S of River Rock Dr City Limits 0.26 Cl 2 New 100% 360 187 0 187 O d 1A River Trail Dr Northwest Blvd 2052'S of Northwest Blvd 0.39 CI 2 New 100% 360 280 0 280 W >- I-AF 1-AF River Trail Dr 2052'S of Norlh west Blvd 3650'S of Northwest Blvd D.30 CI 2 New 100% 360 216 0 216 F 1A River Trail Dr 3650'S of Northwest Blvd City Limits 0.13 CI 2 New 100% 360 94 0 94 = V 1-AH Amanda Lane Wright Moravek Rd 2115'E of Wright Mova rek Rd D.40 A2 4 New 100% 360 576 0 576 1-AI Amanda Lane 2115'E of Wright Mova rek Rd 2975'E of Wright Mova rek Rd 0.14 A2 4 New 100% 360 208 0 208 N 1-AI East Riverview St Northwest Blvd Lake Athens Ave D.40 CI 2 New 100% 360 288 0 288 LL 1-AK East Riverview St lake Athens Ave 221'Sof lake Athens Ave 0.04 Cl 2 New 100% 360 29 0 29 O 1-AL River Hill Dr Northwest Blvd City Limits 0.62 CI 2 New 100% 360 448 0 448 z 1-AM 1-AM CR 69 1400'E of CR 69 0.27 Cl 2 New 100% 360 194 0 194 1-AN 1-AN 11400 E of CR 69 3105'E of CR 69 0.32 CI 2 New 100% 360 230 0 230 1-AQ Wildcat Dr 1750'S of Northwest Blvd City Limits 0.27 Cl 2 New 100% 360 195 0 195 1-AR Emory Dr IH 69E 4230'E of IH 69E 0.82 CI 2 New 100% 360 590 0 590 pp 22,970 6,998 15,765 HS ic 1.0 A3 ffJ o qW C� o 4� NORIHWEST2(5ERVICE AREA 2)PIIOIECT LIST W - Llmhs MTP IMP Peak Hour %In Veh-Ml Capacity Pk- Ve Ml Supply Pk- Veh-MHTo[a1 E.-.Capaclty Pk- w Servkx Area Pro)eR Numher Roadway length 3 From To Dealgnatl lane Volume SeMx Hr Per line Hr Total Demand Pk-Hr Hr Veh-MI 8 w 2-A Haven Dr New PR Roadway Warrior Dr 0.39 A2 4 648 100% ]20 1,112 250 862 2 2-B Haven Dr Warrior Dr McKinzie Rd 0.50 A2 4 548 100% 720 1,440 324 1,116 2-D CAH.-Rd IH 37 Leopard St 0.11 A3 6 520 50% 720 228 27 200 2-E Calliwatte Rd Leopard St Hearn Rd 0.48 A3 6 520 50% ]ZO 1,035 125 910 2-F CAR-,,Rd Hearn Rd 2350'S of Hearn rd 0.44 A3 6 311 50% ]ZO 955 69 88J 2-G Callimatte Rd 2350'S 0' Hearn rd 4060'S of Hearn Rd 0.33 M 6 311 50% ]20 ]13 51 662 2-H Mdmlle Rd IH-37 Up River Rd 0.0] A2 4 1,300 100% 720 2@ 91 111 2-I Mckinzie Rd Up River Rd Creek View Dr 0.18 A2 4 1,300 100% ]20 518 234 284 2-1 Mdw,l,Rd Creek View Dr Leopard St 0.30 A2 4 1,205 50% ]20 432 181 251 2-K Mdw,le Rd Leopard St Frontier Dr 0.34 A2 4 944 50% J20 490 161 329 N 2-L Mdinzie Rd Frontier Dr Haven Dr 0.42 A2 4 522 50% 720 605 110 495 2-M Mdinzie Rd Haven Dr PRE-W Segment 0.50 A3 6 351 50% 720 1,080 88 992 Q _ 2-N Mdm: ie Rd PR E-W Segment l PR E-W Segmentl 0.50 A3 6 351 50% 720 1,080 88 992 W 2-0 Mrkinzie Rd PRE-W Segmentl City Lim Rs 0.55 A3 6 351 50% ]20 1,188 96 1,092 aI ^' 2-P PRE-W Segmentl Violet Rd Widgeon Dr(N-S PR Segment) 0.43 Cl Z New 1W% 360 310 0 310 C 2-q PRE-W Segmentl Widgeon Dr(N-S PR Segment) New PR Segment 0.44 Cl Z New 1W% 360 31J 0 31J 2-R PRE-W Segmentl New PR Segment W.1-1(PR 14 Segment) 0.34 Cl Z New 1W% 360 245 0 245 W 2-5 PRE-W Segmentl Warrior SPR N-S Segment) McKinzie Rd 0.60 Cl 2 New 100% 360 432 0 432 2-T PR E-W Segmentl City Limits New PR Segment 0.36 A2 4 New 100% 720 1,037 0 1,037 V 2-U PRE-W Segmentl Ni-PR Segment Warrior(PR N Segment) 0.34 A2 4 New 100% ]20 9]9 0 9)9 yy 2-V PR Segmentl Warrior SPR N Segment) MCKlnaie Rd 0.]0 A2 4 New 100% ]20 2,016 0 2,016 LL J t 2-W Yellow Oak Ave(PR N-S Segment) Yellow Oak Ave(Constructed Section) Starlit,,Ln SPR E Segment) O.D3 CI 2 New 100% 360 22 0 22 W,^ = F z 2-X Y,11-Oak Ave(PR N-S Segment) Starlit,,W(PR E-W Segment) City Limits 0.31 CI 2 New 100% 360 223 0 223 v/ W W 2-Y PR N-S Segment 1 5[arlite W(PR E-W Segment) PR E Segment3 0.31 CI 2 New 100% 360 223 0 223 O 2-Z PRN-S Segmentl PRE-W Segment3 City Limits O.D5 CI 2 New 100% 360 36 0 0 N V O 2-AA Widgeon D,CPR Segment) Widgeon D,(Const-d!Segment) PRE-W Segmentl O.D5 CI 2 New 100% 360 36 0 36 LL w 2-AB Widgeon D,(PR Segment) PRE-W Se® tI Liity Limits 0.2] Cl Z New 1W% 360 194 0 194 ,^ 0 d 2-AE Sunny Dr(PR Segment) PR E-W Segment 1 PR E Segment 2 D.33 CI 2 New 100% 36D 238 0 238 W } 2-AF Hearn Rd(PR Segment) 100'E Dunstain St Woodland Creek Dr D.32 CI 2 New 100% 36D 230 0 230 LU F 2-AG Starlit,,L.(PR Segment) CAR-,,Rd Yellow Oak A-(PRN-S Segment D.41 CI 2 New 100% 36D 295 0 295 V 2-AH Starlit,,L.(PR Segment) Yellow OakA (PR N-S S,,gm,,nt) Proposed N__IiIment D.41 Cl 2 New 1110% 360 338 0 338 2-AI Stark[,Ln(PR Segment) Proposed N-S Segment -1,,t Rd 0.24 Cl 2 New 1110% 360 1J3 0 173 2-AI Warrior(PR Segment) Haven Dr PRE-W Segmentl 0.25 Cl 2 New 1110% 360 180 0 180 rN 2-AK Warrior(PR Segment) PRE-W Segmentl PRE-W Segmentl 0.36 Cl 2 New 100% 360 259 0 259 O 2-AL Velbw Oak Ave(PR Segment) Dunstain Rd 5a oily Hollow Creek Dr 0.62 Cl 2 New 100% 360 448 0 448 3-AM PR E Segment 3 City Limits Proposed N-S Segment 0.20 A2 4 New 100% ]2D 5)6 0 5]6 Z 2-AN PIR E-W Segmenta Proposed N Segment Yalet Rd 0.35 Al 4 New 100% J2D 1,008 0 1,008 21,252 Ll- L%322 H. AS jc 1.0 A3 ffJ o �W NORTHWEST 3(SERVICE AREA 3)PROJECT LIST - Limite MTP MTP %in Veh-Mi Capacity Pk-Hr Veh-MISupply Pk- Veh-MIT. Excess Capacity Pk- ery s Sice Area Proj.d Number Roadway Length Peak Hour Volume From To ignati Lanes Service Per Lane Hr To[al Demand PIN H, Hr Veh-Mi Des 3-A Up River Rtl,N of IH 37 -d Morgan Rd 1425'W of N Clarkwood Rd 0.49 C3 4 207 100% 315 599 99 501 z 3-9 Rand Morgan Rd Up River Rd,140'N of IH 37 IH 37 0.03 C3 4 991 100% 315 33 26 J 3 U 3-C Rand Morgan Rd IH 37 Up River Rd,180'S of IH 37 0.03 A2 4 991 100% 720 99 33 65 8 3-U Rand Morgan Rd Up River Rd,190'Sof IH 37 Leopard St 0.56 A2 4 991 100% 720 1,617 500 1,117 3-E Rand Morgan Rd Leopard St Oregon Td 0.44 A2 4 969 100% 720 1,291 396 --- 3 F 953-F Rand Morgan Rd Oregon TH 1540'Sof MCNorton Rd 0.69 A2 4 329 100% 720 1,997 226 1,761 3-G Rand Morgan Rtl 1540'Sof MCNorton Rtl 3565'Sof MCNorton Rtl 0.39 A2 4 329 100% J20 1,094 125 970 3-H Rand Morgan Rd 3565'Sof MCNorton Rd 4795'Sof MCNorton Rd 0.23 A2 4 329 100% 720 662 75 597 3-I Rand Morgan Rd 4795'Sof MCNorton Rd 2650'N of Agnes St 0.60 A2 4 329 100% 720 1,72919J 1,531 3-J Rand Morgan Rd 2650'N of Agnes St Agnes St 0.50 A2 4 321 100% 720 1,440 161 1,279 3-K N Clarkwood Rtl Leopard St 3260'N of Sedwick Rtl 0.90 A3 6 70 50% 720 1,729 29 1,700 3-L N Clarkwood Rd 3260'N of Sedwick Rd Sedwick Rd 0.62 A3 6 36 50% 720 1,339 11 1,329 M 3-M NClarkwood Rd Sedwick Rd Alpine St 0.51 A3 6 36 50% 720 1,102 9 1,093 3-N NClarkwood Rd Alpine St 1070'Sof Alpine St 0.20 A3 6 36 50% 720 432 4 429 Q _ 3-0 SClarkwood Rd Agnes St TX 44 0.25 A3 6 291 100% 720 1,100 74 1,026 W 3-P SClarkwood Rd T- CR36 0.76 A3 6 194 100% 720 3,292 147 3,145 aI 3-Q SClarkwood Rd CR 36 McGloin Rd 0.43 A3 6 194 100% 720 1,973 94 1 1,799 Q p ota 3-R CR 36 GaviSt S Clarkwood Rd 0.33 Cl 2 0 100% 360 240 0 240 3-S Mckinzie Rd Creek View or Leopard St 0.30 A2 4 1,205 50% 720 432 191 251 �W♦ Ln Ln 4 3-T Mckinzie Rd Leopard St Frontier Dr 0.34 A2 4 944 50% 720 490 161 329 U = a 3-U Mckinzie Rd Frontier or Haven or 0.42 A2 4 522 50% 720 605 110 495 \ U Z 3-V Mckinzie Rd Haven or PR E-W Segment 1 0.50 A3 6 351 50% 720 1,090 99 992 3-W Mckinzie Rd PR E Segment 1 PR E-W Segment 2 0.50 A3 6 351 50% 720 1,090 99 992 d V m 3-X Mckinzie Rd PRE-W Segment2 City Limits 0.55 A3 6 351 50% 720 W 1,199 96 1,092 ,^ 3-V Haven or(PR Segment) MCKinzie Rd N PR Roadwayl 1.15 Cl 2 New 100% 360 929 0 929 V/ W C 3-Z N PR Roadwayl Leopard St H"ddD,(PR Segment) 0.29 C3 4 New 100% 315 365 0 365 O 7 Z 3-AA N PR Roadwayl Haven D,(PR Segment) Oregon Trail(PR Segment) 0.32 C3 4 New 100% 315 403 0 403 `M V 0 3-A9 N PR Roadwayl Oregon Trall(PR Segment) E PR Roadwayl 0.43 c3 4 New l00% 315 542 0 542 r,^ LL d 3A N-S PR Roadwayl E PR Roadwayl E PR Roadway2 0.66 C3 4 New 100% 315 932 0 932 V/ 0 3-AD N PR Roadwayl E PR Roadway2 Sedwick Rd(PR Segment) 0.23 C3 4 New 100% 315 290 0 290 W >- 3-AE N PR Roadwayl Sedwick Rd(PR Segment) Alpine St(PR Segment) 0.65 C3 4 New 100% 315 919 0 919 F 3A Oregon Trail(PR Segment) MCKinzie Rd N PR Roadwayl 1.05 Cl 2 New 100% 360 756 0 756 3A Oregon Trail(PR Segment) N PR Roadway l Oregon Trail(Cod,-Idd Segment) 0.15 Cl 2 New 100% 360 109 0 109 r 3A E PR Roadway 1 MCKinzie Rd N PR Roadway 1 1.00 A2 4 New 100% 720 2,9900 2,990 3I E PR Roadway2 Rand Morgan Rd N PR Roadway 1 0.50 A2 4 New 100% 720 1,440o 1,440 3 E PR Roadway2 FM 2292 N Clarkwood Rd 0.72 A2 4 New 100% 720 2,074 0 2,074 Q 3A E PR Roadway3 Roadway Limits N PR Roadway 1 0.42 Cl 2 New 100% 360 302 0 302 Z 3A E PR Roadway3 N PR Roadway 1 FM 2292 0.49 Cl 2 New 100% 360 346 0 346 3-AM Sedwick Rd(PR Segment) iCity Limits N PR Roadwayl 0.62 Al 4 New 100% 540 1 1,339 1 0 1,339 AN Sedwick Rd(PR Segment) N-SPR Roadway 1 FM 2292 0.45 Al 4 New 100% 540 972 0 972 3A Sedwick Rd(PR Segment) FM 2292 N Clarkwood Rd 0.72 Al 4 New 100% 540 1,555 0 1,555 3A Alpine St(PR Segment) City Limits N PR Roadwayl 0.16 C2 3 New 100% 300 144o 144 3A Alpine St(PR Segment) N-S PR Roadwayl FM 2292 0.22 C2 3 New 100% 300 200 0 200 3A Alpine St(PR Segment) I FM 2292 NClarkwood Rd 0.75 C2 3 New 100% 300 675 0 675 3A 1070'Sof Alpine St CR44 0.47 A3 6 New 100% 720 2,039 0 2,039 45,429 2,908 42,521 HS HS jc 1.0 `a3 ffJ o qW C Z =' - CC AIRPORT 1(SERVICE AREA 4(PROJECT LIST limits MTP MTP Peak Hour %in Veh-Mi Capacity Pk- Veh-Mi Supply Pk- Veh-Mi Total Excess Capacity Pk- S.M..Area Pro]-Number Roadway Length(In mI.( Fmm To Designed Lanes Volume Service Hr Per Lane Hr Tata) Demand Pk-Hr Hr Veh-Mi w 4-A Leopard St Co.Products Rd Benys Rd/N Lexington Blvd 0.51 A2 4 651 50% 720 731 165 5% 3 4-13 Leopard St Benys Rd/N Lexington BWd Lantana St 0.51 A2 4 651 50% 720 738 167 571 �� 8 4-C Leopard St Lantana St N Padre Island Dr 0.15 A2 4 651 50% 720 213 48 165 4-D Sed-1,Rd NClarkwood Rd Manning Rd 0.79 Al 4 11 100% 540 1,704 9 1,695 4-E Sedwick Rd Manning Rd Rhew Rd 0.39 Al 4 Il 10096 540 837 4 832 4-F Sedwick Rd Rhew Rd Southern Minerals Rd 0.86 Al 4 11 100% 540 1,860 10 1,850 4-G Alpine St NClarkwood Rd Manning Rd 0.79 Cl 2 0 100% 360 567 0 567 4-H Hopkins Rd Railroad Corn Products Rd 0.51 C3 4 81 100% 315 644 41 603 4-I Hopkins Rd Corn Produ Rz Rd N Lexington BWd 1.01 C3 4 63 100% 315 1,269 64 1,205 4-1 NClarkwood Rd Alpine St Sedwick Rd 0.51 C3 2 96 50% 360 183 24 158 4-K NClarkwood Rd Sedwick Rd 810'S of Caroline Rd 0.6Z Cl Z 96 50% 360 ZZ3 3D 193 4-L NClarkwood Rd 870'S of Caroline Rd Leopard St 0.80 Cl 2 96 50% 350 290 39 251 4-M NClarkwood Rd Leopard St IH 37 0.45 CI 2 79 50% 360 164 38 146 Q 4-N N Clarkwood Rd IH 3] Up River Rd 0.21 CI 2 152 50% 350 76 16 60 W 4-0 Up River Rd 970'West of N Clarkwood Rd N Clarkwood Rd 0.18 C3 4 410 SOD% 315 231 75 156 v 4-P Up River Rd N Clarkwood Rd 111W East of N Clarkwood Rd 0.21 C3 4 410 lOD% 315 265 86 179 F 4 4-Q Tuloso Rd Up River Rd IH 37 0.24 A2 4 412 IOD% 720 679 97 581 D4-R Tuloso Rd IH 3] Leopard St 0.46 A2 4 115 100% 720 1,333 53 1,2m �W 2 4-S Southern Minerals Rd Up River Rd IH 37 0.49 A2 4 198 100% 720 1,419 97 4-T Southern Minerals Rd IH 37 Leopard St 0.25 A2 4 232 100% 720 713 57 656 \ 0 (� = 4-U Southern Minerals Rd leopard St Sedwick Rd 0.48 A2 4 55 100% ]20 11380 26 1,- 4 V ,3544-V N Lexington Blvd Leopard St Lantana St 0.63 A2 4 260 100% 720 11801 163 11639 W F Q 4-W N Lexington Blvd Lantana St Hopkins Rd 0.28 A2 4 260 100% 720 802 72 729 4-X Corn Products Rd Leopard St Hopkins Rd 0.92 A2 4 125 100% 720 2,661 116 2,545 v/ 0LLJ 4-y Manning Rd Sedwick Rd Alpine Rd 0.50 A2 4 21 100% 720 1,453 11 1,442 0 4-2 Manning Rd Alpine Rd Railroad 0.55 A2 4 21 100% 720 115M 12 1,582 U` U 0 4-AA Manning Rd Railroad T%-41 0.04 A2 4 Zl 100% 220 115 1 114 LL 0 d 4-A34 -A3 Rh-Rd Leopard St Sedwirk Rd 0.88 C3 4 D 100% 3151,- 0 1,111 } 4-AC Bronco Rd Bronco Rd(End) Alpine St 0.31 C3 4 53 100% 391 391 16 3]4 Q F 4-AD Bronco Rd Alpine St Railroad 0.55 0 4 53 100% 315 693 29 664 a U 4-AE Hau Sohn Rd Agnes St TS-44 0.26 A2 4 23 100% 720 749 6 743 4-AF Hopkins Rd TX-44 Agnes St 0.04 A2 4 Ni- 100% 720 126 0 126 4-AG Alpine St Manning Rd Bronco Rd 0.50 C2 3 New 100% 300 453 0 453 ZE 4A Alpine 51 Bronco Rd Southern Minerals Rd 0.75 C2 3 New 100% 300 677 0 677 U 4-AI Southern Minerals Sedwick Rd Alpine St 0.50 A2 4 New 100% 720 1,454 0 1,454 U 4-Al Southern Minerals Alpine St TX44 0.54 A2 4 New 100% 720 1,569 0 1,569 4-AK Tuloso Dr Leopard St 2568'S of Leopard St 0.70 CI 2 New 100% 360 5D4 0 504 4AL Tulmo Dr/Manning Dr 2568'5 of Leopard St Sedwirk Rd 0.61 Cl 2 New 100% 360 441 0 441 4-AN Rhew Rd Sedwick Rd Bronco Rd 0.23 C3 4 New 100% 315 296 0 296 4-AO N Clarkwood Rd Alpine St 1,080'South of Alpine St 0.20 Cl 2 96 50% 360 72 30 62 pp 32,81 1,563 301918 'zApr 121 HS HS Jc 1.0 `a3 ffJ o qW Wx o� CL _ 4W - CC AIRPORT 2(SERVICE AREAS)PROJECT LIST Limits MTP MTP Peak %in Veh-Mi Capacity Veh-Mi Supply Pk Veh-Mi Total Excess Capacity Service Area Project Number Roadway Length(in mi.) From To Designati Lanes Hour Service Pk-Hr Per Lane Hr Total Demand Pk-Hr Pk-Hr Veh-Mi 5-A FM 665 N Padre Island Dr Jr Beck Dr 0.59 A3 6 688 1 50% 720 1,283 204 1,078 5-B FM 665 Jr Beck Dr Joe Mireur Rd(New Segment) 0.13 A3 6 683 50% 720 270 43 227 5-C FM 665 Joe Mireur Rd(New Segment) Heinsohn Rd(New Segment) 0.40 A3 6 683 50% 720 863 137 727 5-D FM 665 Hei nsohn Rd(New Segment) Westside New Segment 0.54 A3 6 683 50% 720 1,164 184 980 5-E FM 665 Westside New Segment Saratoga Blvd 0.55 A3 6 683 50% 720 1,178 186 992 5-F Talbert Rd(N-S) Joe Mireur Rd TX-44 0.78 C3 4 0 100% 315 979 0 979 NWN m 5-G Talbert Ln(E-W) Joe Mireur Rd Talbert Ln(N-S) 0.33 C3 4 New 100% 315 410 0 410 Ll. 5-H Talbert Ln(E-W) Talbert Ln(N-S) Heinsohn Rd 0.59 C3 4 New 100% 315 742 0 742 Q P 5-J Bear Ln Hensohn Rd Junior Beck Dr 0.47 Al 4 41 100% 540 1,008 19 989 W w 5-K Bear Ln Junior Beck Dr N Padre Island Dr 0.12 Al 4 391 100% 540 250 45 204 U = 5-M Heinsohn RD TX-44 Talbert Ln(E-W)Proposed Segme 0.24 A2 4 23 100% 720 695 5 690 U T 5-N Heinsohn RD Talbert Ln(E-W)Proposed Segment Bates Rd(Proposed Segment) 0.49 A2 4 23 100% 720 1,407 11 1,396 J 5-0 Heinsohn RD Bates Rd(Proposed Segment) Bear Ln 0.49 A2 4 23 100% 720 1,421 11 1,410 LL F G 5-P Heinsohn RD Bear Ln Proposed roadwaysegment 0.49 Al 4 New 100% 540 1,062 0 1,062 W d U '-' S-Q Heinsohn RD Proposed roadway segment Joe Mireur Rd(New Segment) 0.22 Al 4 New 100% 540 479 0 479 0LLJ 5-W Joe Mireur Rd Heinsohn Rd(Proposed Segment) FM 665 0.59 A2 4 New 100% 720 1,688 0 1,688 N U 0 5-X Bates Rd Padre Island Dr Heinsohn Rd 0.53 Cl 2 New 100% 360 382 0 382 U 0 LL 5-V jMe,Rd 1Heinsohn Rd Joe Mireur Rd 0.92 Cl 2 New 100% 360 660 0 660 N O a 5-Z New Roadway Segment Heinsohn Rd(Proposed Segment) Jr Beck Dr 0.51 Cl 2 New 100% 360 365 0 365 0 } 5-AA New Roadway Segment Jr Beck Dr Padre Island Dr 0.41 Cl 2 New 100% 360 297 0 297 F 15,941 1 846 1 15,095 NaN V Ll. a U U 11,121 HS HS Jc 1.0 `a3 (fJ o qW CL o - WESTSIDE 1(SERVICE AREA 6)PROJECT LIST Q - Limits MTPW %in 4 - Peak Hour Veh-Mi Capacity Veh-Mi Supply Veh-Mi Total Excess Capacity ¢ Service Area Project Number Roadway Length(mi) Designation MTP Lanes Service 3 From To Volume Pk-Hr Per Lane Pk-Hr Total Demand Pk-Hr Pk-Hr Veh-Mi (Existing) Area �� 8 6-A Leopard Street Benys Rd Lantana Rd 0.51 A2 4 684 50% 720 734 175 560 6-B Leopard Street Lantana Rd SH 358 0.14 A2 4 684 50% 720 202 48 154 6-C Up River Rd Dunn Meanyrd Lantana Rd 0.23 C3 4 234 50% 315 145 27 118 6-D Up River Rd Lantana Rd McBride Ln 0.64 C3 4 269 50% 315 403 86 317 6-E Up River Rd McBride Ln Kansas City Southern R,il,,yT,2 0.21 C3 4 281 50% 315 132 30 103 6-F IUp River Rd Kansas City Southern Railway Track N Navigation Blvd 0.15 C3 4 281 50% 1 315 95 1 21 73 6-G Up River Rd 1-37 Leopard St 0.7 C3 4 505 100% 315 882 353 529 6-H Up River Rd Leopard St Old Robstown Rd 0.24 C3 4 306 100% 315 302 74 229 - 6-1 Up River Rd Old Robstown Rd Palm Dr 0.58 C3 4 388 100% 315 731 225 506 6-1 Lipan St Palm Dr N Port Ave 0.25 C3 4 287 100% 315 315 72 243 6-K Lipan St N Port Ave N 19th St 0.27 C3 4 298 100% 315 340 80 260 Q 6-L Lipan St N 19th St TX 286 0.21 C3 4 298 100% 315 265 63 202 W 6-M Horne Rd TX 286 Greenwood Dr 0.71 Al 4 1084 100% 540 1,534 770 764 F 6-N Horne Rd Airport Rd Angela Dr 0.53 Al 4 1037 100% 540 1,145 549 595 Q D Q 6-0 Horne Rd Angela Dr Old Brownsville Rd 0.3 Al 4 501 100% 540 648 150 498 W 6-P S Navigation Blvd Old B,..-ill.Rd Bear Ln 0.2 Al 4 532 100% 540 432 06 1326 = F w 6-0. S Navigation Blvd Bear Ln N Green Tree Dr 0.29 Al 4 536 100% 540 626 155 471 V V D 6-R S Navigation Blvd N Green Tree Dr 2917'N of Bear Ln 0.2 Al 4 386 100% 540 432 77 355 6-S S Navigation Blvd 2917'N of Bear Ln Santa Elena St 0.49 Al 4 386 100% 540 1,058 189 869 6-T S Navigation Blvd Santa Elena St Agnes St 0.5 Al 4 484 100% 540 1,080 242 838 W W 3 6-U S Navigation Blvd Agnes St Leopard St 0.79 Al 4 394 100% 540 1,706 311 1,395 0 6-V Bear Ln TX 358 Flat.Rd 0.44 Al 4 436 100% 540 950 192 759 (.) 0 6-W Bear Ln Flat.Rd Cliff Maus Dr 0.39 Al 4 436 100% 540 842 170 673 LLX 6-X Bear Ln Cliff Maus Dr Navigation Blvd 0.12 Al 4 390 100% 540 259 47 212 W 0 d 6-V Bear Ln Navigation Blvd Old Brownsville Rd 0.26 Al 4 162 100% 540 562 42 520 >- 6-Z Santa Elena St Flat.Rd Navigation Blvd 0.52 Cl 2 New 100% 360 1 374 U 6-AA Santa Elena St 345'E Centaurus St Omaha Dr Ext 0.06 Cl 2 New 100% 360 43 6-AB Santa Elena St Omaha Dr Ext 233'E.f 45th St 0.22 Cl 2 New 100% 360 158 U) 6-AC Omaha Dr Ext Agnes St Santa Elena St 0.5 Cl 2 New 100% 360 360 Lu 6-AD Omaha Dr Ext Santa Elena St Bates Rd Ext 0.49 Cl 2 New 100% 360 353 6-AE Bates RdExt Flat.Rd Navigation Blvd 0.51 Cl 2 New 100% 360 367 6-AF Bates Rd Ext Navigation Blvd Omaha Dr Ext 0.31 Cl 2 New 100% 360 223 6-AG Bates Rd Ext Omaha Dr Ext Old Brownsville Rd 0.42 Cl 2 New 100% 360 302 6-AH Omaha Dr Ext Navigation Blvd EX Omaha Dr End 0.34 Cl 2 New 100% 360 245 18,248 1 4,254 11,567 HS HS Jc 1.0 A3 ffJ o qW WESTSIDE 2(SERVICE AREA 7)PROJECT LIST �W z Limits MTP Service Area Projeet Number Roadway Length(mi) Designation MTPLanes Peak Hour %in Serviee Veh-Mi Capaeity Veh-Mi Supply Veh-Mi Total -111 Capaeity Pk ^ From To Volume Area Pk-Hr Per Lane Pk-Hr Total Demand Pk-Hr Hr Veh-Mi 4 (Existing) 7 Saratoga Blvd Old Brownsville Rd CR 37 0.61 Al 4 421 50% 540 659 129 530 111 J-8 Saratoga Blvd CR37 CR 35 0.7 A3 6 421 50% 720 1,512 147 1,365 7-C Saratoga Blvd CR35 Calle Las Colonias 0.45 A3 6 421 50% 720 972 95 977 " 7-D Saratoga Blvd Calle Las Colonias 275'West of CII Cuernavaca 0.22 A3 6 421 50% 720 475 46 429 �� 8 7-E Saratoga Blvd 275'West of Cil Cuernavaca CII Cuernavaca 0.05 A3 6 421 100% 720 216 21 195 7-F Saratoga Blvd CII Cuernavaca Greenwood Dr 0.29 A3 6 421 100% 720 1,210 119 1,092 7-G Saratoga Blvd Greenwood Dr New Road(North of Saratoga) 0.35 A3 6 421 100% 720 1,512 147 1,365 7-H Saratoga Blvd New-d(North of Saratoga) TX 296 0.42 A3 6 421 1 100% 1 720 1,914 177 1,639 7-1 Holly Rd Los Robles St Greenwood Dr 0.21 A2 4 169 100% 720 605 36 569 7-J Holly Rd Greenwood Dr Martin St 0.5 A2 4 349 100% 720 1,440 175 1,265 7-K Holly Rd Martin St TX 296 0.29 A2 4 349 100% 720 906 99 709 7-L Old Brownsville Rd SH 359 159'N of Jr Beck Dr 0.6 A3 6 699 50% 720 1,296 207 1,099 7-M Old Brownsville Rd 159'N of Jr Beck Dr HOII,Rd Extension 0.12 A3 6 699 50% 720 259 41 219 7-N Old Brownsville Rd HOII,Rd Extension New Road EW 2 0.4 A3 6 693 50% 720 964 137 727 r 7-0 Old Brownsville Rtl New Road EW 2 New Road EWl 0.54 A3 6 693 50% 720 1,166 195 992 _ 7 Old Brownsville Rtl New Roatl EW 1 Saratoga Blvd 0.55 A3 6 693 50% 720 1,199 199 1,000 J-Q Greenwood Dr Saratoga Blvd New Roatl(S of Sara toga) 0.5 A2 4 NO Counts 100% 720 1,440 W 7-R Greenwood Dr New-d(S of Saratoga) 2250'Sof New Road(S of Saratoga) 0.43 C3 4 NO Counts 100% 315 542 7-S Sliverberry Dr Extension Sliverberry Dr Greenwood Dr 0.54 Cl 2 New 100% 360 399 - - Q Ln a7-T Martin St Extension Holly Rd Crosstown Exp, D.SJ Cl 2 New 100% 360 410 - - 7-D Martin St Extension 136'S of Secretariat St New-d EW 3 0.03 Cl 2 New 100% 360 22 - - �W♦ _ - 7-V Lands Rd Extension 600'East of Harwick Dr New-d(North of Saratoga) 0.15 Cl 2 New 100% 360 109 - - �/ V 7-W Lands Rd Extension New Roatl(North of Saratoga) Martin St Extension 0.15 Cl 2 New 100% 360 109 7 Lands Rd Extension Martin Rtl Extension Crosstown Expy 0.29 Cl 2 New 100% 360 202 /yy a U _ 7-V New Roatl EW 3 Martin Rd Extension Crosstown Expy 0.29 Cl 2 New 100% 360 202 - - LL 7-2 Martin St Lands Rd Extension New Roatl EW 3 0.49 Cl 2 New 100% 360 353 - - ,W,n^ W 3 7-AA New-d(North of Saratoga) Lands Rd Extension Saratoga Blvd 0.25 Cl 2 New 100% 360 190 V/ Q 7 7-AB New R11d(S-1,1f Saratoga) Saratoga Blvd Greenwood Dr 0.93 Cl 2 New 100% 360 599 - - V O 7-AC Greenwood Dr Extension Greenw000d Dr TX 296 0.49 P1 2 New 100% 360 353 - - C14LLW 7A HOII,Rd Extension Old Brownsville Rd W Point NS 1 0.09 A2 4 New 100% 720 230 W O (L 7A HOII,Rd Extension W Point Rd NS 1 Extension CR 37 0.31 A2 4 New 100% 720 993 7A HOII,Rd Extension Extension CR 37 Extension CR 35 0.55 A2 4 New 100% 720 1,594 - - ,^ F 7-AG HOII,Rd Extension Extension CR 35 8u 1,St 0.6 A2 4 New 100% 720 1,729 - - r U7 -AH W Point NS 1 W Point Rd HOII,Rtl Extension 0.1 C1 2 New 100% 360 72 - - 7A Extension CR 37 Saratoga Blvd New Road EW 1 0.43 Cl 2 New 100% 360 310 - - ) 7-AI Extension CR 37 New Road EW 1 New-d EW 2 0.54 Cl 2 New 100% 360 399 W 7A Extension CR 37 New Roatl EW 2 HOII,Rd Extension 0.39 Cl 2 New 100% 360 274 - - 7-AL Extension CR 37 HOII,Rd Extension W Point Rd 0.27 Cl 2 New 100% 360 194 7A INd.Roatl EW2 Old Brownsville Rd Extension CR 37 0.39 Cl 2 New 100% 360 274 7A New Road EW 1 Old Brownsville Rd Extension CR 37 0.34 Cl 2 New 100% 360 245 7A New Road EW1 Extension CR 37 Extension CR 35 0.69 Cl 2 New 100% 360 490 7A Extension CR 35 Saratoga Blvd New-d EW 1 0.44 A2 4 New 100% 720 1,267 7-AID Extension CR 35 New Road EW 1 HOII,Rd Extension 0.71 A2 4 New 100% 720 2,045 7A Extension CR 35 HOII,Rd Extension W Point Rd 0.64 A2 4 New 100% 720 1,943 7A Calle Jas Colonias Ext jcalld las Colonias lExtdd,i.d CR 37 1 0.6 Cl 2 New 100% 360 432 - - p 33,169 1,945 1 14,D51) HS HS jc 1.0 A3 ffJ o qW Wx o� CL _ 4W - - DOWNTOWN(SERVICE AREA 8)PROJECT LIST Limits MTP MTP Peak Hour %in Veh-Mi Capacity Pk-Hr Veh-Mi Supply Pk- Veh-Mi Total ExcessCapacityPk- ServiceArea Project Number Roadway From Tu Length Designati Lanes Volume Service Per Lane Hr Total Demand Pk-Hr Hr Veh-Mi Q 8-A N Port Ave Antelope St IH 37 0.04 Al 4 608 50% 540 43 12 31 LU 8-B N Port Ave IH 37 W Broadway St 0.60 A2 4 264 50% 720 864 79 785 1° 8-C E PortAve W Broadway St Union Pacific/W Broadway St 0.13 A2 4 236 100% 720 387 32 356 Q a 8-D E PortAve Union Pacific/W Broadway St N Tancahua St 0.58 A2 4 147 100% 720 1,674 85 1,589 .2 8-E E PortAve N Tancahua St US 181 0.12 A2 4 147 100% 720 335 17 318 V = F 8-F E PortAve US 181 N Mesquite St 0.03 A2 4 123 100% 720 99 4 95 _ U 3 8-6 Hirsch St N Mesquite St N Chaparral St 0.05 A2 4 123 100% 720 143 6 137 N>N J 8-H Seagull Blvd Burleson St E Walnut St 0.41 Cl 2 77 100% 360 293 31 262 Ll. D F 8-I Seagull Blvd E Walnut St Elm St 0.07 Cl 2 77 100% 360 50 5 44 W d (� 0 8-1 N Staples St W Broadway St N Tancahua St 0.25 Cl 2 New 100% 360 180 0 180 (n 0 ' 8-K N Staples St N Tancahua St US 181 0.06 Cl 2 New 100% 360 43 0 43 U 0 4,113 272 3,617 Z LL 0 a O F Z U O 11,121 HS HS jC 1.0 A3 ffJ o qW Wx o� CL _ 4W - _ BAYSIDE](SERVICE AREA 9)PROJECT LIST Service Area Project Number Roadway Llmlts Length(mi) MTP Designation MTP Lanes Peak Hour Volume %in Service Area Veh-Mi Capacity Veh-Mi Supply Veh-Mi Total Ezcess Capacity From To Pk-Hr Per Lane Pk-Hr Tatal Demand Pk H, Pk H,Veh-Mi Q) - 9-A McArdle Rd Ayers St Kostoryz Rd 1 C2 3 456 l00% 3D0 900 456 444 a 9-6 McArdle Rd Kostoryz Rd Ca11011 Ln 0.5 C2 3 629 10D% 3D0 450 314 136 _ N 9-C Ayers St Ocean Dr Santa Fe St 0.20 A2 4 456 1 % 720 576 91 485 00 F 9-D Ayers St Santa Fe ST S Staples St 0.35 A2 4 599 100% 720 1008 209 799 9-E Ayers St 5Staples 5t 5Br0wnlee Blvd 0.12 Al 4 0 100% 540 259 0 259 a 9-F Ayers St S Brownlee Blvd Baldwin BWd 0.50 Al 4 503 10D% 540 1080 251 829 W V G 9-G Kostoryz Rd SStaples St Norton St 0.50 Al 4 1288 100% 540 1080 644 436 U Z9-H Kostoryz Rd N.—St Brawner Pkwy 0.35 Al 4 935 100% 540 756 327 429 \ j J 9-1 Doddridge St SAlmeda St SStaples St 0.55 Al 4 1625 100% 540 1188 894 294 />w d V 9-1 SStaples St Morgan Ave Elizabeth St 0.10 Al 4 752 100% 540 216 75 141 W _ 9-K SStaples St Elizabeth St Booty St 0.12 Al 4 948 100% 540 259 114 145 0 7 9-L SStaples St Booty St Ayers St o.15 Al 4 948 l00% 540 324 142 182 CID 0 AN 9-M SStaples St Ayers St Louisiana Ave 0.65 Al 4 752 100% 540 1404 489 915 LL d 9-R SAlameda St Doddridge St Carmel Pkwy 0.84 A2 4 1911 100% 72D 2413 1601 812 0 9-S SAlameda St Carmel Pkwy Everhart Rd 0.13 A2 4 2159 10D% 720 374 280 94 W >- 9-T 9-T SAlameda St Everhart Rd Robert Dr 0.15 A2 4 946 50% 720 432 71 361 a F 9-w Everhart Extension Center Dr Sa nta Fe St 0.14 Al 4 New 300% 540 3112 - - Fn V 13022 5959 6760 } a mor 202a HS HS jc 1.0 A3 ffJ o qW Wx o� CL _ 4W - 0 BAYSIDE 2(SERVICE AREA 1D) r - Limits MTP MTP Peak %in Veh-Mi Capacity Pk Veh-Mi Supply Veh-Mi Total Excess Capacity a Service Area Project Number Roadway Length(MI) From To Designation Lanes Hour Service Hr Per Lane PkH,Total Demand Pk-Hr Pk-Hr Veh-Mi LU10-A McArdle Rd Everhart Rd 125ft east of Holmes Dr 0.47 C3 4 1106 100% 315 588 516 72 ~ 10-B Ocean Dr Ennis Joslin Rd 4132fteast of Sand Dollar Blvd 1.77 A2 4 182 100% 720 5,096 321 4,775 10-C McArdle Rd Nile Dr. Rodd Field Rd 0.38 C3 4 479 100% 315 479 182 297 = W F 10-D McArdle Rd Rodd Field Rd Ennis loslin Rd 0.48 C3 4 473 100% 315 6D5 227 378 V V Vl 10-G Airline Rd Ocean Dr Gaines St 0.32 Al 4 1025 100% 540 691 328 363 10-1 Gaines St Rabcrt Or Airline Rd 0.59 Cl 2 235 100% 360 425 138 286 ry a U 7,884 1,713 6,171 W W U O N 0 a W } � F Fn U a mHS HS jc 1.0 A3 ffJ o qW Wx o� CL _ 4W - SOUTHSIDE 1(SERVICE AREA 11)PROJECT LIST Limits MTP Peak Hour %in Servire Veh-Mi Capacity Veh-Mi Supply Veh-Mi Tetal Excess Capadty Service Area Project Number Roadway From To Length(mi)MTP Designation Lanes Volume Area Pk-Hr Par Lane Pk-Hr Total Demand Pk-Hr Pk-Hr Veh-MI 11-A Ayers St SH 358 Civitan Dr 0.38 Al 4 703 100% 540 821 267 554 11-B Ayers St CiAtan Dr Holly Rd 0.37 Al 4 703 100% 540 799 260 539 11-C Tiger Ln Carroll Ln Weber Rd O5 C2 3 510 100% 300 450 255 195 r 11-D Weber Rd SH 358 Tiger Ln 0.24 A2 4 2414 50% 720 346 290 56 11-E Weber Rd Tiger Ln Capri Dr 0.3 A2 4 2467 50% 720 432 370 62 W 11-F Weber Rd Capri Dr Holly Rd 0.19 A2 4 2467 50% 720 274 234 39 X F 11-G Weber Rd Holly Rd Schanen Blvd 0.21 A2 4 2501 50% 720 302 263 40 Q (n H 11-H Weber Rd SrhanenBlvd Wickersham St 0.44 A2 4 2501 50% 720 634 550 83 W 11-1 Weber Rd Wickersham St Capitol Dr 0.16 A2 4 2501 50% 720 230 2D0 30 = F u 11-J Weber Rd Capitol Dr Saratoga Blvd 0.2 A2 4 2106 50% 720 288 211 77 V V (� 11-K Weber Rd Saratoga Blvd Acushnet Dr 0.15 A3 6 2136 50% 720 324 160 164 11-L Weber Rd Aaishret Dr Bratton Rd 0.35 A3 6 2136 50% 720 756 374 382L— ^' 11-M Weber Rd Bratton Rd Aaron Dr 0.25 A3 6 1410 50% 720 540 176 364 WW 11-N Weber Rd Aaron Dr Yorktown Blvd 0.27 A3 6 1410 50% 720 583 190 393 (n 0 11-0 Weber Rd Yorktown Blvd Oso Creek 0.38 A3 6 1626 50% 720 821 3D9 512 V 0 N 11-Q Carrel Ln W Wickersham St(PH Segment) Masterson Dr 0.3 Cl 2 New 100% 360 216 0 216 LL 11-T Allencrest Dr(PR Segment) Carmago Dr Saratoga Blvd 0.25 C1 2 New 100% 360 180 D 180 W 0 d 11-U Norchester Or Glenway St Saratoga Blvd 0.26 Cl 2 Ni— 100% 360 187 D 187 Q >- 11-V Wickersham St Carroll Ln W Carroll Ln E 0.04 Cl 2 New 100% 360 29 D 29 11-W Wickersham St Carroll LnE Norchester Dr 0.12 Cl 2 New 100% 360 85 D 86 = V 11-X Kram St Bratton Rd Weber Rd 0.35 Cl 2 New 100% 360 252 D 252 11-Y Kostoryz Rd(PR Segment) Saratoga Blvd Br—na Rd 1.06 A3 6 New 100% 720 4,579 D 4,579 11-2 Kostoryz Rd(PR Segment) B—ira Rd Webber Rd 0.22 A3 6 Ni,. 100% 720 950 D 950 O 14,080 4,110 91969 or 202a AS AS Jc 1.0 A3 ffJ o qW Wx o� CL _ 4W - SOUTHSIDE 2(SERVICE AREA 12)PROJECT LIST j y g[ (mi) gna[ion Peak Hour Volume Veh-Mi Capacity Veh-Mi Supply Veh-Mi Demand Excess Capacity Service Area-j-Number Roadwa From To Len h MTPDesi MTPLaees Yle Service Area Hr Total' Pk-HrTotal' Pk-Hr Veh-Mi' 2021 Pk-Hr Per Lane Pk- 12-A Weber Rd SH 358 Tiger Ln 0.25 A2 4 2414 50% 720 360 302 58 12-C Weber Rd Tiger Ln Capri Dr 0.30 A2 4 2467 50% 720 432 370 62 12-D Weber Rd Capri Dr Holly Rd 0.19 A2 4 2467 50% 720 277 237 40 12-E Weber Rd Holly Rd Schaeee Rlvtl 0.21 A2 4 2501 50% 720 303 263 40 121 Weber Rd Schanen Rlvtl Wickersham St OA4 A2 4 2501 50% 720 640 556 80 N 12-6 Weber Rd Wickersham St Capitol Dr 0.16 A2 4 2106 50% 720 230 168 72- 12 H 212-H Weber Rd Capitol Dr Saratoga Rlvtl 0.20 A2 4 2106 50% 720 281 206 76 12-I Weber Rd Saratoga Rlvtl Acushnet Dr 0.15 A3 6 2136 50% 720 329 163 166 121 Weber Rd Acushnet Dr Bratton Rd 0.35 A3 6 2136 50% 720 753 372 380 W 12-1 Weber Rd Bratton Rd Aaron Dr 0.25 A3 6 1410 50% 720 537175 362 F 12-L Weber Rd Aaron Dr Yorktown Rlvtl 0.27 A3 6 1410 50% 720 594 194 400 D 12-N VoM1town Blvtl Weber Rd Sun Valley Dr 0.33 A3 6 0 50% 720 723 0 723 < 12-0 Y.&towe Rlvtl Sun Valley Dr Oso Pkwy 0.74 A3 6 1546 50% 720 1,599 572 1,027 W = F .2 12-P VoM1townBlvtl Oso Pkwy Everhart Rd 0.45 A3 6 1355 50% 720 978 307 671 U U 12-Q Y.&towe Rlvtl Everhart Rd Lipes Rlvtl 0.41 A3 6 1591 50% 720 896 330 566 \ J 12-R Y.&towe Rlvtl Lipes Rlvtl S Staples St 0.59 A3 6 1514 50% 720 1,274 447 828 = F _ 12-S Y.&town Rlvtl SStaples St Loire Rlvtl 0.45 A3 6 1588 50% 720 981 361 620 121 Y.&towe Rlvtl Loire Rlvtl Cimarron Rlvtl 0.55 A3 6 2032 50% 720 1,188 559 629 W W EDU r, 12-U Everhart Rd Woolridge Rd Congressional Dr 0.29 Al 4 1886 100% 540 620 541 79 0 121 Everhart Rtl Congressional Dr SatBlvtl 0.35 Al 4 1886 100% 540 762 666 97 N U 0 121C SStaples St Saratoga EHd Tarimberoga gate Dr 0.50 A3 6 2765 100% 720 2,178 1,394 784 121D SStaples St Timbergate Dr Lipes Rlvtl 0.50 A3 6 2188 100% 720 2,163 1,096 1,067 W 0 d 121E S Staples St Lipes Rlvtl Yorktown Rlvtl 0.50 A3 6 1744 100% 720 2,163 874 1,290 12-AE Lipes Rlvtl SStaples St 6ingerberry Dr 0.27 C3 4 0 100% 315 343 0 343 >- 121G 12-A6 Lipes Rlvtl 6ingerberry Dr Spanish Wood Dr 0.12 C3 4 0 100% 315 150 0 150 ,,/^ 121H Lipes Rlvtl Spanish Wood Dr Rrockhampton St 0.36 C3 4 0 100% 315 458 0 458 V/ U 12-AI Lipes Rlvtl Rrockhampton St Cimarron Rlvtl 0.26 C3 4 499 100% 315 324 128 196 12-AJ Patti Dr Commonwealth Dr Timbergate Dr 0.17 Cl 2 New 100% 360 126 0 126 r 12 Ag Simpson D,(PR Segment) Saratoga Rlvtl —b-o.Oak Dr 0.19 Cl 2 New 100% 360 137 0 137 21,798 10,279 11,519 O ,,^ V/ HS HS jc 1.0 A3 ffJ o qW Wx o� CL _ 4W - SOUTHSIDE 4(SERVICE AREA 13)PROJECT LIST - Service Area Project Number Roadway Limits Length(mi) MTP MTP Peak Hour %in Veh-Mi Capacity Veh-Mi Supply Veh-Mi Total Excess Capacity From To Designation Lanes Volume Service Pk Hr Per Lane Pk-Hr Total Demand Pk-Hr Pk-Hr Veh-Mi 13-A Yorktown Blvd Weber Rd Sun Valley Dr 0.33 A3 6 1546 50% 720 713 255 458 13-B Yorktown Blvd Sun Valley Dr Oso Pkwy 0.74 A3 6 1355 50% 720 1,598 501 1,097 W 13-C Yorktown Blvd Oso Pkwy Everhart Rd 0.45 A3 6 1355 50% 720 972 305 667 �y 13-D Yorktown Blvd Everhart Rd Lipes Blvd 0.41 A3 6 1591 50% 720 886 326 559 Q 13-E Yorktown Blvd Lipes Blvd S Staples St 0.59 A3 6 1591 50% 720 1,274 469 805 LnLn 13-6 Yorktown Blvd S Staples St Loire Blvd 0.45 A3 6 1588 100% 720 1,944 715 1,229 W = F Q 13-H Yorktown Blvd Loire Blvd Cimarron Blvd 0.55 A3 6 1588 1 100% 720 2,376 1 874 1,502 V V u 13-1 Yorktown Blvd Cimarron Blvd 309'W of W Logan Dr 0.6 A3 6 1445 100% 720 2,592 867 1,725 J 2 13-1 Yorktown Blvd 309'W of Logan Dr Rodd Field Rd 0.39 A3 6 1360 100% 720 1,685 530 1,154 F 13-K Yorktown Blvd Rodd Field Rd Fred,Folly Dr 0.47 A3 6 1276 100% 720 2,030 600 1,431 LU ( V 13-L Yorktown Blvd Fred,Folly Dr 1274'E of Starry Rd 0.77 A3 6 1276 100% 720 3,326 982 2,344 I,'n LLJ0 v 13-M Yorktown Blvd 1274'E of Starry Rd Cay.del Oso(Water Feature) 0.36 A3 6 678 100% 720 1,555 244 1,311 V O 13-Q S Staples St Oso Pkwy 185'E of S Oso Pkwy 0.71 A3 6 1248 100% 720 3,048 880 2,168LL '^ 13-W Road H/Dal—ti..Dr Safety Steel Dr Rodd Field Road 0.20 Cl 2 New 100% 360 144 Lu 0 d 13-AB Rodd Field Rd(PR Segment) PR E-W Segment Oso Pkwy 0.42 A3 6 New 100% 720 1,814 Q F 13-AC Rodd Field Rd(PR Segment) Oso Pkwy City Limits 0.47 A3 6 New 100% 720 2,030 13-AF Oso Pkwy Yorktown Blvd Rodd Field Rd(PR Segment) 2.00 Pi 2 New 100% 360 1,440 = V 13-A6 Oso Pkwy Rodd Field Rd(PR Segment) Cimarron Blvd 1.15 Pi 2 New 100% 360 828 3D,257 7,549 16,45D O U) .23 HS HS jc 1.0 `a3 ffJ o qW Wx o� SOUTHSIDE 3(SERVICE AREA 14)PROJECT LIST W Limits MTp MTP Peak Hour %in Service Veh-Mi Ca Veh-Mi Supply Veh-Mi Total Excess Ca /� Service Area Project Number Roadway Length paciTy pp y pacify �� 8 From To Designation Lanes Volume Area Pk-Hr Per Lane Pk-Hr Total Demand Pk-Hr Pk-Hr Veh-Mi 14-D Pau l Jones Ave SH 358 1540'S of SH 358 0.29 C3 4 100% 315 368 0 368 14-E Paul Jones Ave 1540'S of SH 358 Holly Rd 0.50 C3 4 100% 315 627 0 627 14-F Holly Rd Rodd Field Rd Lexington Rd 0.50 Al 4 287 100% 540 1,082 144 938 14-G Holly Rd Lexington Rd Ennis Joslin Rd 0.28 A3 6 287 100% 720 1,228 82 1,147 14-H Holly Rd Ennis Joslin Rd PaulJones Ave 0.47 A2 4 287 100% 720 11361 136 1,226 14-J Woolridge Rd Rodd Field Rd Victoria Park Dr 0.63 A2 4 638 100% 720 1,817 403 1,414 - 14-K Woolridge Rd Victoria Park Dr Ennis Joslin Rd 0.15 A2 4 638 100% 720 438 97 341 14-L Lipes Blvd Cimarron Blvd Bronx Or 0.39 C3 4 275 100% 315 497 108 389 r _ 14-M Lipes Blvd Bronx Dr Airline Rd 0.31 C3 4 275 10D% 315 392 86 307 a 14-N Yorktown Blvd Rodd Field Rd Freds Folly Dr 0.47 A3 6 971 100% 720 2,042 459 1,583 rWN 14-0 Yorktown Blvd Freds Folly Or 1274'E of Starry Rd 0.77 A3 5 971 100% 720 3,330 749 2,581 14-P Yorktown Blvd 1274'E of Starry Rd Cayo del Oso(Water Feature] 0.36 A3 5 971 100% 720 1,551 349 1,203 Q Ln 14-Q Airline Rd SH 358 Williams Dr 0.28 A3 5 2658 50% 720 595 366 229 W = 14-R Airline Rd Williams Dr Holly Rd 0.55 A3 5 2658 50% 720 11198 737 461 V V 14-5 Airline Rd Holly Rd Cimarron Blvd 0.39 A3 6 2658 5(y% 720 851 523 327 J 14-T Airline Rd Cimarron Blvd Woolridge Rd 0.17 A3 6 2658 100% 720 752 463 289 14-Z Saratoga Blvd Cimarron Blvd Airline Rd 0.38 A3 5 1601 100% 720 1,642 608 1,033 W d V LLJ 14-AA Saratoga Blvd Airline Rd Rodd Field Rd 0.63 A3 5 1601 100% 720 2,722 11009 1,713 U) 0 14-AB Yorktown Blvd Cimarron Blvd 309'W of Bichon Or 0.6 A3 5 1445 50% 720 1,296 433 863 M V O 14-AC Yorktown Blvd 309'W of W Logan Dr Rodd Field Rd 0.39 A3 6 1360 50% 720 842 265 577 LL 14-AD Williams Dr Rodd Field Or Lexington Rd 0.51 C3 4 New 100% 315 643 0 643 W O d 14-AE Williams Dr Lexington Rd Ennis Joslin Rd 0.28 C3 4 New 100% 315 353 0 353 Q >- 14-AG 14-AG Oso Parkway Country Road 26A Country Road 26 0.52 Pi 2 New 100% 360 374 0 374 14-AH Oso Parkway Country Road 26 Yorktown Blvd 0.66 Pl 2 New 100% 360 475 0 475 = V 14-AI Freds Folly Or Las Bahias Dr Yorktown Blvd 0.28 Cl 2 New 100% 360 202 0 202 14 A.1 Country Rd 26 330'E of Pennine Way Oso Pakway(Proposed Section) 0.18 Cl 2 New 100% 360 130 0 130 14-AL Country Rd 26A Country Rd 71,Cir Oso Pakrway(Proposed Section) 0.34 CI 2 New 100% 360 245 0 245 O 27,053 7,016 20,037 U) His His Jc 1.0 A3 ffJ o qW Wx o� CL _ 4W - LONDON(SERVICE AREA 15)PROJECT LIST LimitsMTP MTP Peak %in Veh-Mi Capacity Veh-Mi Supply Veh-Mi Total Excess Capacity Service Area Project Number Roadway Length(mi) From To Designation Lanes Hour Service Pk-Hr Per Lane Pk-Hr Total Demand Pk-Hr Pk-Hr Veh-Mi 15-A S Oso Pkwy(PR SegmE Deer Park Rd 20A(PR Segment) 0.6 Pi 2 New 100% 360 432 15-B S Oso Pkwy(PR SegmE 20A(PR Segment) City Limits 0.3 PS 2 New 100% 360 216 ff 15-C 20A(PR Segment) City Limits S Oso Pkwy(PR Segment) 0.25 C3 4 New 100% 315 315 _ 15-D CR 41 CR 20A 315'S of Mars Hill Dr 0.5 C3 4 No Counts 50% 315 315 15-E CR 41 315'S of Mars Hill Dr SStaples St 0.5 C3 4 No Counts 50% 315 315 L() 15-F CR 41 SStaples St Kitty Hawk Dr(PR Segment) 0.5 A2 4 No Counts 50% 720 720 r F 15-G CR 41 Kitty Hawk Dr(PR Segment)City Limits 0.5 A2 4 No Counts 100% 720 1,440 Q 15-H N Segment 1 Kitty Hawk Dr(PR Segment)City Limits 0.63 C3 4 New 100% 315 794 - - LU _ .2 15-1 E PR Segment 1 CR 41 N Segment 1 0.48 Cl 2 New 100% 360 346 - - U V) 15-J E-W PR Segment 1 N-S Segment 1 S Oso Pkwy 0.45 Cl 2 New 100% 360 324 - - Q Jn J 15-K Kitty Hawk Dr(PR Segi CR 41 N Segment 1 0.23 C3 4 New 100% 315 290 W 7 F 15-L Kitty Hawk Dr(PR Seg N-S Segment 1 Kitty Hawk Dr 0.12 Cl 2 New 100% 360 86 V � W 15-M S Oso Pkwy(PR Segm City Limits City Limits 0.7 Pl 2 New 100% 360 504 > Q 15-S E PR Segment Lady Alexa Dr City Limits 0.52 C3 4 New 100% 315 655 V 0 15-U CR 33 CR 43 Lady Claudia St 0.38 C3 4 No Counts 50% 315 239 - - W LL d 15-V CR 33 Lady Claudia St City Limits 0.75 C3 4 No Counts 50% 315 473 - - U) 0 15-W Lady Claudia St Lady Alexa Dr N Segment 0.52 C3 4 NoCounts 100% 315 655 15-X Lady Claudia St N Segment CR 33 0.2 C3 4 No Counts 100% 315 252 - - O U 7,464 0 0 0 Z O I 1,r 121 AS AS Jc 1.0 `a3 ffJ o qW Wx o� CL _ 4W - r FLOUR BLUFF 1(SERVICE AREA 16)PROJECT LIST Q Service Area Project Number Roadway Limits Length MTP MTP Peak in Veh-Mi Capacity Veh-Mi Supply Pk Veh-Mi Total Excess W From To Designation Lanes Hour Service Pk-Hr Per Lane Hr Total Demand Pk-Hr Capacity Pk 16-C NAS Dr Roadway Limits Webb St 0.70 A3 6 1,507 100% 720 3,024 1,055 1,969 16-E Waldron Rd Webb St Claride St 0.07 A2 4 588 100% 720 202 41 160 W y 16-F Waldron Rd Claride St John F Kennedy Memorial Causeway 0.30 A2 4 611 100% 720 864 183 681 W 16-G Waldron Rd John F Kennedy Memorial Causeway Compton Rd 0.23 A2 4 1,638 100% 720 662 377 286 V = F 16-H Waldron Rd Compton Rd Graham Rd 0.26 A2 4 1,870 100% 720 749 486 263 > V (n 16-1 Waldron Rd Gmham Rd Don Patricio Rd 0.50 A2 4 1,756 100% 720 1,440 878 562 (n J 16-J Waldron Rd Don Patricio Rd Stardust Ln(PR Segment) 0.25 A2 4 1,370 100% 720 720 343 377 LU d V 16-K Waldron Rd Stardust Ln(PR Segment) Purdue Rd 0.25 A2 4 1,370 100% 720 720 343 377 I,'n ( W 16-L Waldron Rd Purdue Rd Hustlin Hornet Dr 0.06 A2 4 1,370 50% 720 86 41 45 O 16-M Division Rd Coastline Flour Bluff Dr 0.72 A2 4 0 50% 1 720 1,037 0 1,037 r V O 9,5D4 3,746 4,721 LLLL d LL O � F J m U O J LL HS jc 1.0 `a3 ffJ o qW Wx o� CL _ 4W - FLOUR BLUFF 2(SERVICE AREA 1])PROJECT LIST Limps MTP MTP Peak %in Service Veh-Mi Capacity Veh-MiSupply Pk Veh-Mi Total Excess Capacity Service Area Project Number Roadway From To Length Designati Lanes Hour Area Pk-Hr Per Lane Hr Total Demand Pk-Hr Pk-Hr Veh-Mi 1]-A Yorktown Blvd Laguna Shores Rd Waldron Rd 0.88 C2 3 392 100% 300 790 345 446 1]-B Yorktown Blvd Waldron Rd Flour Bluff Dr 1.00 A2 4 555 100% 720 2,891 557 2,334 Q 1]-C Yorktown Blvd Flour Bluff Dr Scarlet Oak Dr 0.50 A2 4 555 100% 720 1,452 280 1,172 W 1]-D Yorktown Blvd Scarlet Oak Dr Berlet Ln 0.25 A2 4 555 100% 720 730 141 590 1]-E Yorktown Blvd Berlet Ln Roscher Rd 0.25 A2 4 803 100% 720 ]1] 200 517 F 1]-F Yorktown Blvd Roscher Rd 1894 ftwest of Roscher Rd 0.36 A2 4 803 100% 720 1,033 288 745 W In 1]-G Waldron Rd Hustlin Hornet Dr Glenoak Dr 0.44 A2 4 1,255 100% 720 1,256 547 709 1]-H Waldron Rd Glenoak Dr Caribbean Dr 0.50 A2 4 1,057 100% 720 1,442 529 913 F 4 1]-I Waldron Rd Caribbean Dr Mediterranean Dr 0.33 Al 4 500 100% 540 712 165 1 547 1]-J Waldron Rd Mediterranean Dr Yorktown Blvd 0.68 Al 4 367 100% 540 1,460 248 1,212 (� J 1]-L Flour Bluff Dr Division Rd Purdue Rd 0.25 Al 4 1,403 100% 540 540 351 189 W F '= 1]-M Flour Bluff Dr Purdue Rd Glenoak Dr 0.50 Al 4 1,078 100% 540 1,073 536 537 17-N Flour Bluff Dr Glenoak Dr Caribbean Dr 0.50 Al 4 589 100% 540 1,089 297 792 v� OLu 1]-O Flour Bluff Dr Caribbean Dr Ramfield Rd 0.50 Al 4 460 100% 540 1,084 231 853 N V 0 1]-P Flour Bluff Dr Ramfield Rd Yorktown Blvd 0.50 Al 4 460 100% 540 1,0]] 229 848 u 1]-Q Roscher Rd(PR Segment) Roscher Rd(Constructed Segment) GI.—I,D, 0.05 Cl 2 New 100% 360 36 0 36 LL 0 Il 1]-R Purdue Rd(PR Segment) Flour Bluff Dr Glenoak Dr 0.85 Cl 2 New 100% 360 612 0 612 = F 1]-S Purdue Rd(PR Segment) Glenoak Dr Caribbean Dr 0.50 Cl 2 New 1002 360 360 0 360 J 1]-T Golden Oak Dr(PR Segment) Caribbean Dr Ramfield Rd 0.53 Cl 2 New 100% 360 382 0 382 V 1]-V Scarl et Oak Dr(PRSegment) Yorktown Blvd Flour Bluff Dr 0.]0 Cl 2 New 100% 360 504 0 504 1]-W Scarlet Oak D,(PRSegment) J Flour Bluff Dr Yorktown Blvd 0.70 1 Cl 1 2 1 New 1 360 504 0 504 1]-X Glenoak Dr(PR Segment) Glenoak Dr(Constructed Segment)J Roscher Rd 0.25 Cl 2 New 100% 360 180 0 180 D 19,924 4,903 14,981 O J LL H. HS Jc 1.0 A3 ffJ o qW Wx o� CL _ 4W - PADRE ISLAND 1(SERVICE AREA 18)PROJECT LIST Service Area Project Number Roadway Limhs Length MTP MTP Peak Hour Volume bin Veh-Mi Capachy Veh-Mi Supply Veh-Mi Total Excess Capachy From Ta Designati Lanes Service Pk-Hr Per Lane Pk-Hr Total Demand Pk-Hr Pk-Hr Veh-Mi 18-A TX 361 Beach Access Rd 2 Sea Way Dr 0.78 RA3 4 938 50% 788 1,223 364 859 18-B TX 361 Sea Way Dr 1043'N of La Concha Blvd 0.43 RA3 4 938 50% 788 6]] 202 476 18-C TX 361 1043'N of La Concha Blvd 1053'S of Beach View Dr 0.54 RA3 4 938 50% 788 844 251 593 18-D TX 361 1053'S of Beach View Dr 1350'N of Beach View Dr 0.45 RA3 4 938 50% 788 714 212 501 18-E TX 361 1350'N of Beach View Dr Seacomber Dr 0.23 RA3 4 938 50% 788 365 109 257 18-F TX 361 Seacomber Dr 462'N of Porto Village,Dr 0.28 RA3 4 938 100% 788 878 261 617 LU 18-G TX 361 462'N of Porto Village,Dr 1283'N of Mustang Island Estate 0.46 RA3 4 938 100% 788 1,444 430 1,014 18-H TX 361 1283'N of Mustang Island Estates Di 211'N of Mariner's Dr 0.51 RA3 4 938 100% 788 1,616 481 1,135 Q 18-1 460'S of Bikini Dr Access Road 2 0.58 Cl 2 New 100% 360 419 0 419 F 18-1 Access Rd N.2 Sea Way Dr(Proposed Segment) 0.79 Cl 2 New 100% 360 566 0 566 W In m 18-K Sea Way Dr(Proposed Segment) 1-C 0.44 Cl 2 New 100% 360 314 0 314 18-L 1-C 1-E 0.54 Cl 2 New 100% 360 391 0 391 V = 18-M 1-E Seacomber Dr 0.67 C1 2 New 100% 360 484 0 484 U In 18-N Seacomber Dr 1-G 0.29 Cl 2 New 100% 360 207 0 207 18-0 1-G 1-1 0.46 C1 2 New 100% 360 331 0 331 W,^ D F 18-P 1-1 City Limits 0.51 Cl 2 Nv/ ew 100% 360 368 0 368 a (� 18-Q TX 361 1-A 0.24 C1 2 New 100% 360 170 0 170 0LLJ 18-R Coastline TX 361 0.33 Cl 2 New 100% 360 239 0 239 r V 0 n 18-5 TX 361 1-B 0.23 Cl 2 New 100% 360 166 0 166 Q a 0 18-T Coastline TX 361 0.33 Cl 2 New 100% 360 239 0 239 z 0 a 18-0 TX 361 1-D 0.16 Cl 2 New 100% 360 117 0 117 } 18-V TX 361 Coastline 0.34 Cl 2 New 100% 360 248 0 248 F 18-W l Concha Blvd Coastline 0.17 Cl 2 NJew 100% 360 122 0 122 —1 U 18-X 1-F TX 361 0.16 Cl 2 New 100% 360 113 0 113 v, 18-y 1-H TX 361 0.15 Cl 2 New 100% 360 110 0 110 W 18-Z 11TX 361 0.15 Cl 2 New 100% 360 108 0 108 �y 18AATX 361 Coastline 0.35 Cl 2 New 100% 360 255 0 255 Q 118AB JTX 361 Coastline 0.36 Cl 2 New 100% 360 260 0 260 12,367 2,311 10,056 a HS HS ic 1.0 A3 fn o qW Wx o� CL _ 4W - rn a W ap PADRE ISLAND 2(SERVICE AREA 19(PROTECT LIST WD Li mils MFP MTP 1.in Veh-Mi Capacity Pk Veh-Mi Supply Veh-Mi T 1 Exress Capacity Pk Service Area Pl.i-Numhec Roatlway Length(inmi.( Peak Houc Volume 2 From To Designa[i Lanes Service H,Pec Lane Pk-HC To[al Demantl Pk-Hc HC Veh-Mi V Patice Islantl 2(Service Area 19( 119A 1TX 361 Gulf Beach Access Roatl 3 Beach Access Rd 2 4.66 RA3 4 938 100% 788 14,676 4,369 10,307 J 14,676 4,369 1D 3D7 W F W W N U O LLW Z O a J � (n U W a aHS HS jc 1.0 A3 ffJ o qW Wx o� CL _ 4W - 0 N a W PADRE ISLAND 3(SERVICE AREA 20)PROJECT LIST U.. MTP MTP Peak Hour %in Veh-Mi Capacity e- YPPy e-Mi Eaceu Capacity Servke Area PrpjM Number Roadway Length(in mi.) VhMISlVhMi Ta F From To Deaigna[i Lanes Volume Service Pk Hr Per Lane Pk-Hr Total Demand Pk Hr Pk-Hr Veh-Mi W '2 2D-A TX 361 SPadre Island Or 572'East of SPadre Island Or 0.11 RA3 4 9491p% 788 171 51 119 U —LL, 2D-B TX 361 572'East of S Padre Island D, Zahn Rd D.75 RA3 4 94951)% 788 1,18- 355 824 20-C i 361 Zahn Rd Newport Pass Rd 1.D4 RA3 4 949 5D% 788 1,638 493 1,144 > U 2--- TX 361 Newport Pass Rd Gulf Beach Access Road 3 1.19 RA3 4 949 5-% 788 1,871 Sfi3 1,3D7 5w (� J 2--E Sand Dollar Ave(Proposed Section) Park Rd 22 P-1,Channel Park Rd 1.60 Cl 2 New 100% 360 1,152 0 1,152 W 20-I Park Rd 22 Sand Dollar Ave(Proposed Sectio 0.11 Cl 2 New 100% 360 78 0 78 ,^ jl 20-J Park Rd 22 Sand Dollar Ave(Proposed Sectio 0.11 Cl 2 New 100% 3607S 0 78 V/ X W 6,168 1,463 4,704 M O 7 U O LL W Z O a J � (n U W a aHS HS jc 1.0 A3 fn o qW Wx o� CL _ 4W - r N a W PADRE ISLAND 4(SERVICE AREA 21)PROJECT LIST a F Service Area Prej-Number Roadway Limits Length(I,mi.) MTP Peak Hour Volume %in Veh-Mi Capacity Pk Veh-Mi Supply Pk Veh-Mi Total Excess Capacity W In From To Designati Service Hr Per Lane Hr Total Demand Pk-Hr Pk-Hr Veh-Mi U 'z 21-A Sea Pines Dr(Proposed Segment) Sea Pines Dr 2,326 ft North of Sea Pines Dr D.44 C2 New 100% 300 396 0 396 = 21-B Palmira Ave(Proposed Segment) White Cap Blvd 1,079 ft South of White Cap Blvd D.2D Cl New 100% 36D 147 D 147 > 0 21-C Coral Vines St(Proposed Segment) Sea Pines Dr All amanda Dr D.3D C2 100% 300 27D D 27D 21-E Palmira Ave 1,079 ft South of White Cap Blvd Access Rd D.2D Cl 100% 36D 146 D 146 W,^ D F 21-F Access Rd 6 5D4'N of Access Rd 6 DAD Cl New 100% 36D 69 D 69 v/ d (� 21-G Palmira Ave Park Rd 22 DAD Cl New 100% 36D 72 D 72 0LLJ 21-H Palmira Ave(Proposed Segment) Sea Pines Dr Park Rd 22 D.37 Cl New 100% 36D 266 D 266 V O 971 ll 971 Q LL W Z O a J � (n U W a aHS HS jc 1.0 A3 APPENDIX D Service Area Exhibits Service Area Location Map s 1 � 2 3 4 6 6 5 7 9 18 11 10 U5 12 14 16 19 � 1 13 17 20 i 21 6 z 1 i s C 1 ax, x� � 1 1 y 3 �a r m 9 g Pt 1-F 1-G A 1 1 1 I 1 J ' 1-K- 1 1-M -N1-T _ 1-Y 1_AB L_1-AE e 1-A --- 1 U / — - — �, 1 R t 1-AJ 1 B 1-D 1-AM 1-ACI - -"-- y �� 1 � �1-AL <fk�rc 1-AN — -- AO 1_S 1-Z 1_AF _ ---, — �1 V Iz(off 1 E 11-AA ---- "1-AK .1-AD — 1-AH - -� / 1-AG t1-AI 1 Q � e 1_W_r M \ � 1-0 % --------------- — Legend samba AUaa 1 -Widaning Projaats Samica AUaa2 ---•Na 111J.'s comas Ch,sa any omits Non lmpac[Fee 6Yudy r �' Eligible TM,spoTaoon Plan a Bond PrjaQ 0 1,500 3,000 I't.'sa(.i"lmp"vamants FEET NORTHWEST 1 (SERVICE AREA 1) PAPE-DAWSON A-2023 ��ENGINEERS oaAw CORPUS CHRISTI,TEXAS 1.0 IMPACT FEE STUDY R,NNPP eRo� TEGAzEN�INEERIN�FIRM,a,o-R RT,ESRR Service Area Location Map s 1 2 1 3 4 8 6 5 0 18 7 11 10 U5 12 16 19 � 14 1 13 Q /.1 17 20 21 E�o x \ r g � o s o E 2D 2-E s O o i 2-AF c ✓� H/ w 2-AG 2 AL �� P 3=-- � � .oma 2_G �� 2_W II �� 3 2-1x� e 2-X �a 2.1 s 2-AH/ 2 Y 2_A1 0 2-AM �\ 2_K. � - a , � 2-AN� 2-L a _l s bow 0 a 2-A 2-B .2-AA 2-Q 2-R 1_2-AJ , - - -- -----`--------r-------�- S 2- M I 2-AE— 2- `2-AB 2-AK_ -'--- - 2_T , - 1 - _ , V 2-N 2 2-O Legend N Service Areal ———— New Projects Service Area 2 _Non Impact Fee Study Eligible Transportation Plan Service Area 3 —Bond Project Corpus Christi City Limits o 1,000 2,000 Intersection Improvements Widening Projects EET NORTHWEST 2 (SERVICE AREA 2) PAPE-DAWSON A-2023 rd o�w ENGINEERS JU CORPUS CHRISTI,TEXAS Ts 1.0 IMPACT FEE STUDY S07NUPPER u—S rE�EN 1NEER1N�FIRM CHRIST,T RRR31210375900 Service Area Location Map — � 4 8 v ` 6 \ _ - : A _ 11 10 16 19 i I U5 ,2 rte. 1 14 vE A wr13 17 26/ 3-B 21 M\ � 1 L; 3-C p w o n No,�" � 3-U 3-A 9 ---------------------- 3-Y ------- ------- ----3-Y 3-V -„�3-Z \ 3-AF 3-AA 3-E \\ --- -------- ------- w o ep m < w Fm � m 3-W3-ABF 3-K 3-AH �A 3-F "o�o" m , \ 3-AJ 34 ----------- - -- - 3-AC 3-G 3-AK 3-AL 3-L ----------}-- - � 3-H 3-AD-..j' 3-AN 3-AMI f 3-AE 3-I 3-AO I 3-M p 3-AR ` 3-A P - l ------ 3-N 3-AQ 1 3-AS 3-J \ �\ ' � 3-O - 3-P 3-R N Legend S.rn.Area2 -wide1119 PTOJeets .� Service Area3 ----New PTOJeets Service Area4 Nonimpact Fee Study sro�cx � 3-Q Eligible Transportation Plan Service Areas � I 0 1,200 2,000 InterseetI"Improvements O Corpus Christi City Limits FEET NORTHWEST 3 (SERVICE AREA 3) PAPE-DAWSON J.1 2023 rd ENGINEERS o�w CORPUS CHRISTI,TEXAS JU 1.0 IMPACT FEE STUDY R,N°° eRop TE�ENGINEERINGFIRMRa,R RTI TRT,ESRR Service Area Location Map s 1 � 2 /�........_ 3 6 6 5 9 18 7 11 10 U5 12 19 14 16 .......-ti....�. 1 13 2 17 0 21 g 4-O � 4-P � 4-N F � 3 $ 4-Q 4-M 0 °>,Ao 4-R ° 4_L � _ � �. L 4-S i — — 4-AK �\v � 4-T__ 4-AL 4-AB 4-K j --- 4-D 4-E 4-F 3 7 4 A 1 , x � � m xpmasxireE 4-AN _ 4-B 4-J 4-Y :4-AI 4-V 4-G 4-AG 4-AH 4-C I 4-X 4-AO 4-AC 4-W 4-Z 4-AJ 4-H 4-I , AOE,� M 4-AA 4-AD — — 4-AF� 4-AE Legend SF,UFAIa3 -wme.mg SF,UFAIa5 N;Illlt1ee swov I= o� seNmeAreae eigmie T_sporcam"via, SF,UFAI 7 / o 1,200 2,400 come cnosn cmiu Itl FEET CC AIRPORT 1 (SERVICE AREA 4) PAPE-DAWSON A-2023 ��ENGINEERS o�w CORPUS CHRISTI,TEXAS JU 1.0 IMPACT FEE STUDY R,NNPP eRo� TE ENGINEERING 0 �R RT,ESRR ... ...... o Service Area Location Map 2 3 8 4 6 5 7 9 18 10 0 12 16 19 14 13 17 20 o 21 21 'U, — 5-F 5-H 5-M -----------L- 5-N 5-Y 5-X -——————————————— —————— ——— — ---------1-- 8 -------- 5-0 5-K 5-J 5-P 5-AA 5-Z 5-Q --------- --- 5-A 5-W 5-13 5-C 5-D Legend Service Area 3 Widening Projects Service Area 4 ---- New Projects Service Area 5 Non Impact Fee Study Eligible Transportation Plan Service Area 6 Bond Project Service Area 7 Intersection Improvements o a,zoo 2,400 lu Corpus Christi City Limits FEET 1238-3 A 0 CC AIRPORT 2 (SERVICE AREA 5) PAPE-DA WSON A-2023 ENGINEERS CORPUS CHRISTI,TEXAS 1.0 IMPACT FEE STUDY rd JU Ts S07 N UPPER GRICADWAY STE 103 1 CDRPJG CHRIST TX-01 1 2 lo 375 9000 TEGAS ENGINEER Service Area Location Map s 1 2 3 4 6 6 5 7 9 18 _ 11 10 ....,. U5 12 14 16 19 � 1 13 17 20 21 6 w 6—E 6—C a , r 6-13 ^ e \ 4 6K`aa 6'H — a 6U < — 16I 6 J �6L L fh, f _ mW `1 A g a x om s = 6—S L-6—AD � e � � x 6—AE 6—AF a AA= o 6- 6—R 6—R 6AG 6—V R_x 6—Y � F 6 6-6 41 ,a,A 6—M : qN �> E) All / Eves t > . Legend � ��." 1 � � / % o " Service Area 4 �Corpus Christi City Limits Service Area 5 Widening Projects Service Area 6 ———— New Projects AonN Service Area 7 Non Impact Fee Study Eligible Transportation Plan q Service Area 6 z ^w —Bond Project Service Area 9 � Intersection Improvements Service Area 11 \ mo''`o -isoo a,000 Service Area 12 FEET WESTSIDE 1 (SERVICE AREA 6) � PAPE-DAWSONA2023 �ENGINEERS o�w CORPUS CHRISTI,TEXAS JC Ts 1.0 IMPACT FEE STUDY R,NNPP eRo� TEGAzEN�NEERN�FRM� 0-R 037E900 Service Area Location Map 2 3 4 8 6 5 7 9 18 11 10 1 12 19 14 16 13 20 17 o 21 7-K 7-L 7-AG 7- C Ra L7-AK i 7-M __4 --7-AM 7-AQ 7-AI o 7- 7-N 7-AE 7-AF N, 7-AL/111 "I, 7-AP 7-AN 7 7-A 7-AH 7-H -R 7-1 7-S 7-AR PP. 7-13 7-AO 7 "y 7-C 7-D -7-T 7_U 7-V 7-X 7-Z 7-E 7-P 7-W 7-F if RII/ -AA 7 7-G 7-Q 7-AB PUE Legend Service Area 5 Corpus Christi City Limits Service Area 6 Widening Projects Service Area 7 ---- New Projects Service Area 9 Non Impact Fee Study Eligible Transportation Plan Service Area 11 0 Intersection Improvements Service Area 13 „.oE,��a o 1,000 2,000 Service Area 15 -------------- J FEET 1238-3 A 0 WESTSIDE 2 (SERVICE AREA 7) PAPE-DAWSON J.1 2023 ENGINEERS CORPUS CHRISTI,TEXAS rd JU Ts „mow„ 1.0 IMPACT FEE STUDY S07 N UPPER BRICADWAY T STE 103 1 CDRPJE CHRIST TX—1 210 375 9000 Service Area Location Map s 1 z 9 4 6 6 5 7 9 18 11 10 12 19 � 14 16 19 17 20 C 21 The proposed Harbor Bridge project is shown and is under construction now and anticipated to be completeded ith .. next few years. f P r.. 8 8-H a A - - � 8-F 8-G 8-G a 4, \/ �� %�� ,�� ✓�, 8—D 8 E 8IN —J 8K o 8 w Ro 3 w N� o PE w I 6 Z LegendV N Service Area 6 ———— New Projects Service Area 6 _Non Impact Fee Study VAR. Eligible Transportation Plan E, �� z Service Area 9 —Bond Project 7-M� Corpus Christi City Limitsla,000 z,000 Intersection Improvements —Widening Projects �A' � FEET DOWNTOWN (SERVICE AREA 8) PAPE-DAWSON 2. A-2023 rd o�w ENGINEERS JU CORPUS CHRISTI,TEXAS Ts 1.0 IMPACT FEE STUDY °'NN" eR°° TE�ENGNEERNGFRMR 0-0' 1037E900 ... ...... L I IL Service Area Location Map 2 3 4 8 6 5 7 9 Li 18 5 11 lu 15 12 16 19 9- 13 — 17 20 21 9-K 9-D _-1 IS 9-V 9 f -L vM Uw 9-F 9-E RE, 9-G . ....... J/1 S, -H %P� E�k o 9-R 10 Ue i'� Ce 94V -A 9 9-oT s� 9-S, -B Ak, KD 9N m Legend o R' Service Area 6 Corpus Christi City Limits Service Area 7Widening Projects N Service Area 8 ———— New Projects Service Area 9 Non Impact lee Study Eligible Transportation Plan Service Area 10 _Bond Project Service Area 11 0 Intersection Improvementsron 1'000 2,000 Service Area 12 FEET -12383AO BAYSIDE 1 (SERVICE AREA 9) PAPE-DAWSON A-2023 JU CORPUS CHRISTI,TEXAS r..JENGINEERS Ts 1.0 S07 N UPPER u—SWAY STE 103 1 CDRPUG CHRIST TX-01 1 210 375 9000 IMPACT FEE STUDY TEGAS ENGINEERING FIRM-0 Service Area Location Map z 3 4 4 g E 6 6 9 7 18 11 10 �� U5 12 16 19 14 1 13 77 20/ \P � 21 6 f a 3 10-1 �� 70-G V r o , q w ` 10-B u � 5 a o- n " g 3' Y vn � J 10-D 'E `NEF M`-, a L 7 �"��w e � p � j PN" J Yb " Y Legend Service Area 9 Corpus Christi City Limits j Service Area 10 Widening Projects N Service Area 12 -Non Impact Fee Study Eligible Transportation Plan Service Area 13 -Bond Project Service Area 14 Intersection Improvements P' Service Area 16 l � a,zoo z,aoo Service Area 17 7 ,� FEET BAYSIDE 2 (SERVICE AREA 10) PAPE-DAWSON A-2023 rd ENGINEERS o�w CORPUS CHRISTI,TEXAS JU Ts 1.0 IMPACT FEE STUDY °'NN" eR°° TE�ENGNEERNGFRMR 0-0' 1037E900 o i Service Area Location Map s A y— ti w w ° 2 \ g 6 3 a 5 11 10 72 14 16 19 13 h17 20 21 e POE sHgN /r 11=A . �q s a ° e �, �11-B r' P z M \ ° 8� s a , o ° 11-D°Nsq ' l ,. � _ S? 11-E r 11-T E, e �� „r 11-V 11G � P / 11_Q 11-W \ ° H1H 11-U e , r � \:N r r A 11-Y r s m 11 X / ea 11-L <� x• 11-Z m 11-0 11 M i v � 11-N z , f, yCk Legend Service Area 6 Corpus Christi City Limits ��°°° v� R Service Area 7Widening Projects �-V��P" re,� '" "� ==s �N�� Service Area - - New Projects` ` Service Area 11 _Non Impact Fee Study Eligible Transportation Plan Service Area 12 $) � —Bond Project ,` , ° Service Area 13 �- IntersectionImprovements ,.y—gsf � �,� 1,000 �2,000 Service Area 15 / ® SOUTHSIDE 1 (SERVICE AREA 11) PAPE-DAWSON A-2023 rd o�w ENGINEERS JC CORPUS CHRISTI,TEXAS Ts 1.0 IMPACT FEE STUDY S07NUPPER BR°AD /EDEN NEERNECHRIST T—1 2103,ESRR z Service Area Location Map F / � HH 2 ° e � �s�/T n a° / ' �`. ��,r� J 3 4 6 8 7 8 18 r � r lu 12 19 `r s 14 16 13 17 20 J F z 21 w a s i d a� - vv�� IF g s ° J t° 12-C r� a � o 3 a « 12- 12-E JA 12-F a — s a 1 rs s, 12-G n ' 12-U - 12-INI 12-H �m� T as r 12-K 12-J °,t y _ o 12-L a� s„ h °E 12-NIN o� ✓�'� r � 2-A <s� 12-0 ,<� � i 12-AD J am . / , Y 3, 12-Q 12F"A �° i < p 12-P12 AE 0 s/ 12-R 12-AH / 12-AG > / � Legend Service Area 6 Corpus Christi City Limits �a/ ° Service Area 9 Widening Projects -12 S� Service Area 10 ———— New Projects Service Area 11 Non Impact Fee Study 4 3� — Eligible Transportation Plan / 8 Service Area 12 Intersection Improvements o� Service Area 13 Service Area 14 Service Area 15 �� 1 v \ / i FEET SOUTHSIDE 2 (SERVICE AREA 12) PAPE-DAWSON J.1 2023 rd ENGINEERS o�w CORPUS CHRISTI,TEXAS JU 1.0 IMPACT FEE STUDY °'NN" eR°° TE ENGINEERING 0 ��' 1037E900 Service Area Location Map zz w q 8 ° r 5 °ro 9 9 18 7 ' 10 19 14 17 20 1 �l a \ y 21 71 n ' ; 7 _ a o - 1.3C� 1 D> 7%\ y � Ma P \ ° IS 13—G 14 r — 13—Q 13-1 13K � a roti° e/s R �. v / �> —L 13 W _ _ t °R 13—M 'J `A Al 13—ABS (/ 13—AG — . 13—AF x.13—AC Legend Service Area Service Area 15 Service Area Service Area 17 N Service Area 10 Corpus Christi City Limits Service Area 11 Widening Projects Service Area 12 ———— New Projects Service Area 13 _Non Impact Fee Study Eligible Transportation Plan o a,soo a,000 Service Area 14 Intersection Improvements FEET SOUTHSIDE 4 (SERVICE AREA 13) PAPE-DAWSON ��ENGINEERS ojc CORPUS CHRISTI,TEXAS 1.0 IMPACT FEE STUDY °'NN" eR°° TE EN�NEERN�FRMR 0 ��' 1037E900 Service Area Location Map a w 3 &, 4 s / 6 �i 6 � L � 7 � 18 - _414 �� _ 11 lu q „ S ' � 12 96 19 „ 14 13 20 17 d 14-Q 21 SEE �2 \ , 14-R o C� A�T 4 s 1 - D- 14-S 7- 14-AE a H,k a E / 14-T"1 i 14-F� 14-D a „ 0 0 14-G rN"N � o � , � _ 7 - 4H 14-Z � 1 14 J 14-E � , i 4 ' 14-K 14-AA „ z � e? 14-L r T� o 14-M 14-AL, 14-AB 14-AJ 14 AG °'14-AI 14-N =ti �14-AC 14-AH " ns E 4 <PC ,9 a v � z r Legend Service Area 9 Corpus Christi City Limits Service Area 10 Widening Projects N Service Area 12 ———— New Projects Service Area 13 _Non Impact Fee Study Eligible Transportation Plan Service Area 14 0 Intersection Improvements Service Area 16 o a,000 2,000 Service Area 17 FEET SOUTHSIDE 3 (SERVICE AREA 14) PAPE-DAWSON A-2023 rd ENGINEERS o�w CORPUS CHRISTI,TEXAS JC Ts 1.0 IMPACT FEE STUDY °'NN" eR°° TE�ENGNEERNGFRMR 0-0' 1037E900 f� Service Area Location Map a a � t a � e z i 3 6 6 E o 5 9 ar�E� tir 7 18 11 10 S 11T5 12 � 14 96 19 � s 1 13 17 20 z1 6 .,s. g � , g � F 15—V " p r w — 9 , 15—U � x.oEPAa. ��. P.a. US, PC , e o � s 15—B 15—A,/ `v `✓� 15—C S /i 15—D zoo, 15—F 15—K-I 15—L 15—G µ ,15-1 P. 15—I Legend Service Area 5 'Corpus Christi City Limits Service Area 6 Widening Projects Service Area ———— New Projects N Service Area 9 _Non Impact Fee Study Eligible Transportation Plan Service Area 11 � Intersection Improvements Service Area 12 Service Area 13 0 1,500 3,000 Service Area 15 FEET LONDON (SERVICE AREA 15) PAPE-DAWSON A-2023 rd o�w ENGINEERS JU CORPUS CHRISTI,TEXAS Ts 1.0 IMPACT FEE STUDY °'NN" 5R°° TE�ENGINEERING FIRM R 0 ��' 1037E900 Service Area Location Map s 1 2 3 4 6 6 5 7 9 18 11 10 U5 12 14 16 19 � 1 13 17 20 € e g , 21 1 s j � ASE o 0 1p"t \' y g SIR e a o: a' 16—E °°F d z 16—G— 16—F 16 H 16—M � � o �A90 16-1 ` 16—J' 4/ 16—K j y�5 io 16—L i Legend N Service Area 10 Corpus Christi City Limits Service Area 14 -Widening Projects Service Area 16 _Non Impact Fee Study Eligible Transportation Plan Service Area 17 � Intersection Improvements � o ,zoo 2,400 Service Area 21 FEET FLOUR BLUFF 1 (SERVICE AREA 16) PAPE-DAWSON J.1 2023 rd ENGINEERS o�w CORPUS CHRISTI,TEXAS JU 1.0 IMPACT FEE STUDY °'NN" eR°° TE�EN�NEERN�FRMR 0 RE 037E900 p � GO Service Area Location Map i W �3 ,f T / r,�y� s E �:. 6 s e� ,s;�1 o 12� 14 X16�, 13' 77 20 s � r € ,P a \g � r 21 �w ?� z h� = 17—Q 17—X ff 17—L 17—R g i 9 17—SIN," 17—M _ d 17— � — :� s N a 1 7G 17—T � a IF e 17—F 17-0 17-H o > \ 17—D17-1 r 17—E 17—C 17—P � � a 17—B 17—J e 17—V / 17—Wi g 17—A Z _ 3= Legend N Service Area 13 Widening Projects Service Area 14 ———— New Projects Service Area 16 _Non Impact Fee Study Eligible Transportation Plan _Service Area 17 � Intersection Improvements o a,zoo 2,400 Corpus Christi City Limits FEET FLOUR BLUFF 2 (SERVICE AREA 17) PAPE-DAWSON J.1 2023 rd ENGINEERS o�w CORPUS CHRISTI,TEXAS 1.0 1 IMPACT FEE STUDY °'NN" eR°° TE ENGINEERING FIRM R 0 Service Area Location Map s 1 2 3 4 8 6 5 7 9 18 11 10 12 16 19 14 1 13 17 20 z 21 6 i s E C 18-P A.9 18-Z 18-H 18-0 18-AB 18-Y 18-G a 18-N 18-AA 18-X 18-F 18-M 18-E 18-V 18-U 18-D 18-L\ , 18-T ii 8-S 18-C 18-K f 18-R 18-Q 18-B 18-J",/1 8-A 18-W N 18-1 N Legend Service Area 18 Widening Projects Service Area 19 ———— New Projects Corpus Christi City Limits _Non Impact Fee Study o a,000 2,000 Eligible Transportation Plan FEET PADRE ISLAND 1 (SERVICE AREA 18) PAPE-DAWSON rd ENGINEERS o�w CORPUS CHRISTI,TEXAS 1.0 IMPACT FEE STUDY °'NN" eR°° TE�ENGINEERING FIRM A70 ��1121�3'ESRR Service Area Location Map a �a� 2 d �3 4 -- 6 s 9 18�7 04, j 12 c16� ig 14 /� 18113\ € 17 �� 20/ 21 6 Moll z 1 i s E C z a 4 d e a 1 x 19-A a e N Legend Service Area 18 Corpus Christi City Limits Service Area 19 Widening Projects Service Area 20 _Non Impact Fee Study o a,zoo z,aoo Eligible Transportation Plan FEET PADRE ISLAND 2 (SERVICE AREA 19) PAPE-DAWSON rd ENGINEERS o�w CORPUS CHRISTI,TEXAS JU 1.0 IMPACT FEE STUDY °'NN" eR°° TE ENGINEERING FIRM R 0 ��' '�T'ESRR _::1 Service Area Location Map a �a� d �3 4 --� 6 5 7 / 10 .l s 15 a T 7 1112 '16 19 1 Li 19- 4 7 �� -20/ �f % 21 ' 6 i s E s C 1 z 20-D 4 d 7 8 tea`°qo a e y 20-E 20-C x � - 20-Ja I20-1 20-A 20-B 3 � x = Legend N Service Area 19 ———— New Projects Service Area 20 _Non Impact Fee Study Eligible Transportation Plan Service Area 21 —Bond Project I�Corpus Christi City Limits o o z,000 Intersection Improvements Widening Projects I FEET PADRE ISLAND 3 (SERVICE AREA 20) PAPE-DAWSON rd ENGINEERS o'w CORPUS CHRISTI,TEXAS Ts 1.0 IMPACT FEE STUDY °'NN" eR°° rE�ENGNEERNGFRMR 0-0' 1037E900 z Service Area Location Map s 1 � 2 3 4 6 6 5 7 9 18 b 11 10 U5 12 14 16 19 � 1 13 17 20 21 < sT i s E n � � t a g o z s < e o � a n r w P m m m p 21 E 0 4 .ya \m s" 21-13L -- 21-A W � � a ----------- , REP21-Cpvv \AP 21-F a, o 21-H!' Legend N Service Area 20 _Non Impact Fee Study Eligible Transportation Plan Service Area 21 -Bond Project Corpus Christi City Limits 0 Intersection Improvements Widening Projects o a,000 z,000 New Projects FEET PADRE ISLAND 4 (SERVICE AREA 21) PAPE-DAWSON A-2023 ��ENGINEERS o�w CORPUS CHRISTI,TEXAS JU 1.0 IMPACT FEE STUDY °'NN" eR°° TE EN�NEERN�FRMR 0 ��' 1037E900 Appendix E Project Cost Estimates City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-A This project consists of the reconstruction of an existing Limits: Northwest Blvd to 765'N of Lake Grande Ave roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,115 Service Area(s): Northwest 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,815 cy $ 16.91 $ 115,242 B7 1"Type'B'HMAC 12,925 sy $ 11.70 $ 151,223 B8 Underseal 12,925 sy $ 6.46 $ 83,496 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,925 sy $ 18.99 $ 245,446 B13 lConcrete Median 8,460 sf $ 53.96 $ 456,502 D4 ISidewalk 7,050 sy $ 50.00 $ 352,500 Paving Construction Cost Subtotal: $ 1,404,407 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 56,176 V Prep ROW 4% $ 56,176 V Traffic Control Construction Phase Traffic Control 3% $ 42,132 V Pavement Markings/Markers 5% $ 70,220 V Roadway Drainage Standard Internal System 35% $ 491,542 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 70,220 V Sewer Minor Adjustments 5% $ 70,220 V Landscaping(Basic) Sodding and Erosion Control 2% $ 28,088 V Illumination Standard Ilumination System 6% $ 84,264 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 912,865 Paving and Allowance Subtotal: $ 2,317,272 Construction Contingency: Q070 $ 463,454 Construction Cost TOT $ 2,781,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,781,000 Bonds: 5% $ 139,050 Engineering/Survey/Testing: 15% $ 417,150 Mobilization 10% $ 278,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 417,150 Project Cost TOTAL:1 $ 4,032,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-13 This project consists of the reconstruction of an existing Limits: 765'N of Lake Grande Ave to Lake Grande Ave roadway. Costing Class: Secondary Arterial(A2) Length(If): 675 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,175 cy $ 16.91 $ 36,779 B7 1"Type'B'HMAC 4,125 sy $ 11.70 $ 48,263 B8 JUnderseal 4,125 1 sy 1 $ 6.46 $ 26,648 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,125 sy $ 18.99 $ 78,334 B13 lConcrete Median 2,700 sf $ 53.96 $ 145,692 D4 ISidewalk 2,250 sy $ 50.00 $ 112,500 Paving Construction Cost Subtotal: $ 448,215 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 17,979- V Prep ROW 4% $ 17,929 V Traffic Control Construction Phase Traffic Control 3% $ 13,446 V Pavement Markings/Markers 5% $ 22,411 V Roadway Drainage Standard Internal System 35% $ 156,875 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 22,411 V Sewer Minor Adjustments 5% $ 22,411 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,964 V Illumination Standard Ilumination System 6% $ 26,893 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 291,340 Paving and Allowance Subtotal: $ 739,555 Construction Contingency: 20% $ 147,911 Construction Cost TOTAL: $ 888,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 888,000 Bonds: 5% $ 44,400 Engineering/Survey/Testing: 15% $ 133,200 Mobilization 10% $ 88,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 133,200 Project Cost TOTAL:1 $ 1,288,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-C This project consists of the reconstruction of an existing Limits: Lake Grande Ave to 294'S of Valley View Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 525 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 1,692 cy $ 16.91 $ 28,606 B7 1"Type'B'HMAC 3,208 sy $ 11.70 $ 37,538 B8 JUnderseal 3,208 1 sy 1 $ 6.46 $ 20,726 B11 8"Lime stabilized(8%),12"Compacted Subgrade 3,208 sy $ 18.99 $ 60,926 B13 lConcrete Median 2,100 sf $ 53.96 $ 113,316 D4 ISidewalk 1,750 sy $ 50.00 $ 87,500 Paving Construction Cost Subtotal: $ 348,612 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 13,944 V Prep ROW 4% $ 13,944 V Traffic Control Construction Phase Traffic Control 3% $ 10,458 V Pavement Markings/Markers 5% $ 17,431 V Roadway Drainage Standard Internal System 35% $ 122,014 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 17,431 V Sewer Minor Adjustments 5% $ 17,431 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,972 V Illumination Standard Ilumination System 6% $ 20,917 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 226,598 Paving and Allowance Subtotal: $ 575,209 Construction Contingency: 20% $ 115,042 Construction Cost TOTAL: $ 691,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 691,000 Bonds: 5% $ 34,550 Engineering/Survey/Testing: 15% $ 103,650 Mobilization 10% $ 69,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 103,650 Project Cost TOTAL:1 $ 1,002,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-D This project consists of the reconstruction of an existing Limits: Northwest Blvd to 1690'S of Northwest Blvd roadway. Costing Class: Minor Arterial(Al) Length(If): 1,690 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,383 cy $ 16.91 $ 107,935 B7 1"Type'B'HMAC 12,203 sy $ 11.70 $ 142,771 B8 JUnderseal 12,203 1 sy 1 $ 6.46 $ 78,829 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,203 sy $ 18.99 $ 231,729 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 5,632 sy $ 50.00 $ 281,600 Paving Construction Cost Subtotal: $ 842,864 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 33,775- V Prep ROW 4% $ 33,715 V Traffic Control Construction Phase Traffic Control 3% $ 25,286 V Pavement Markings/Markers 5% $ 42,143 V Roadway Drainage Standard Internal System 35% $ 295,003 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 42,143 V Sewer Minor Adjustments 5% $ 42,143 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,857 V Illumination Standard Ilumination System 6% $ 50,572 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 547,862 Paving and Allowance Subtotal: $ 1,390,726 Construction Contingency: 20% $ 278,145 Construction Cost TOTAL: $ 1,669,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,669,000 Bonds: 5% $ 83,450 Engineering/Survey/Testing: 15% $ 250,350 Mobilization 10% $ 166,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 250,350 Project Cost TOTAL:1 $ 2,420,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-E This project consists of the reconstruction of an existing Limits: 1690'S of Northwest Blvd to CR 52 roadway. Costing Class: Minor Arterial(Al) Length(If): 1,478 Service Area(s): Northwest 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 5,585 cy $ 16.91 $ 94,443 B7 1"Type'B'HMAC 10,677 sy $ 11.70 $ 124,925 B8 JUnderseal 10,677 1 sy 1 $ 6.46 $ 68,976 B11 8"Lime stabilized(8%),12"Compacted Subgrade 10,677 sy 1 $ 18.99 $ 202,763 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 4,928 sy $ 50.00 $ 246,400 Paving Construction Cost Subtotal: $ 737,506 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 29,500 V Prep ROW 4% $ 29,500 V Traffic Control Construction Phase Traffic Control 3% $ 22,125 V Pavement Markings/Markers 5% $ 36,875 V Roadway Drainage Standard Internal System 35% $ 258,127 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 36,875 V Sewer Minor Adjustments 5% $ 36,875 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,750 V Illumination Standard Ilumination System 6% $ 44,250 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 479,379 Paving and Allowance Subtotal: $ 1,216,886 Construction Contingency: 20% $ 243,377 Construction Cost TOTAL: $ 1,461,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,461,000 Bonds: 5% $ 73,050 Engineering/Survey/Testing: 15% $ 219,150 Mobilization 10% $ 146,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 219,150 Project Cost TOTAL:1 $ 2,118,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-F This project consists of the reconstruction of an existing Limits: 1644'W of Wright Moravek Rd to Wright Moravek Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 1,644 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,581 cy $ 16.91 $ 128,189 B7 1"Type'B'HMAC 14,613 sy $ 11.70 $ 170,976 B8 JUnderseal 14,613 1 sy 1 $ 6.46 $ 94,402 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,613 sy $ 18.99 $ 277,507 B13 lConcrete Median 8,220 sf $ 53.96 $ 443,551 D4 ISidewalk 5,480 sy $ 50.00 $ 274,000 Paving Construction Cost Subtotal: $ 1,388,626 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 55,545 V Prep ROW 4% $ 55,545 V Traffic Control Construction Phase Traffic Control 3% $ 41,659 V Pavement Markings/Markers 5% $ 69,431 V Roadway Drainage Standard Internal System 35% $ 486,019 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 69,431 V Sewer Minor Adjustments 5% $ 69,431 V Landscaping(Basic) Sodding and Erosion Control 2% $ 27,773 V Illumination Standard Ilumination System 6% $ 83,318 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 902,607 Paving and Allowance Subtotal: $ 2,291,232 Construction Contingency: 20% $ 458,246 Construction Cost TOTAL: $ 2,750,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,750,000 Bonds: 5% $ 137,500 Engineering/Survey/Testing: 15% $ 412,500 Mobilization 10% $ 275,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 412,500 Project Cost TOTAL:1 $ 3,988,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-G This project consists of the reconstruction of an existing Limits: Wright Moravek Rd to River Trail St roadway. Costing Class: Primary Arterial(A3) Length(If): 2,105 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,706 cy $ 16.91 $ 164,135 B7 1"Type'B'HMAC 18,711 sy $ 11.70 $ 218,920 B8 JUnderseal 18,711 1 sy 1 $ 6.46 $ 120,874 B11 8"Lime stabilized(8%),12"Compacted Subgrade 18,711 sy $ 18.99 $ 355,324 B13 lConcrete Median 10,525 sf $ 53.96 $ 567,929 D4 ISidewalk 7,017 sy $ 50.00 $ 350,833 Paving Construction Cost Subtotal: $ 1,778,015 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 71,171— V Prep ROW 4% $ 71,121 V Traffic Control Construction Phase Traffic Control 3% $ 53,340 V Pavement Markings/Markers 5% $ 88,901 V Roadway Drainage Standard Internal System 35% $ 622,305 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 88,901 V Sewer Minor Adjustments 5% $ 88,901 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,560 V Illumination Standard Ilumination System 6% $ 106,681 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,155,710 Paving and Allowance Subtotal: $ 2,933,725 Construction Contingency: 20% $ 586,745 Construction Cost TOTAL: $ 3,521,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,521,000 Bonds: 5% $ 176,050 Engineering/Survey/Testing: 15% $ 528,150 Mobilization 10% $ 352,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 528,150 Project Cost TOTAL:1 $ 5,105,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-H This project consists of the reconstruction of an existing Limits: River Trail St to E Riverview Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 2,146 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,895 cy $ 16.91 $ 167,332 B7 1"Type'B'HMAC 19,076 sy $ 11.70 $ 223,184 B8 JUnderseal 19,076 1 sy 1 $ 6.46 $ 123,228 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,076 sy $ 18.99 $ 362,245 B13 lConcrete Median 10,730 sf $ 53.96 $ 578,991 D4 ISidewalk 7,153 sy $ 50.00 $ 357,667 Paving Construction Cost Subtotal: $ 1,812,646 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 72,576- V Prep ROW 4% $ 72,506 V Traffic Control Construction Phase Traffic Control 3% $ 54,379 V Pavement Markings/Markers 5% $ 90,632 V Roadway Drainage Standard Internal System 35% $ 634,426 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 90,632 V Sewer Minor Adjustments 5% $ 90,632 V Landscaping(Basic) Sodding and Erosion Control 2% $ 36,253 V Illumination Standard Ilumination System 6% $ 108,759 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,178,220 Paving and Allowance Subtotal: $ 2,990,866 Construction Contingency: 20% $ 598,173 Construction Cost TOTAL: $ 3,590,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,590,000 Bonds: 5% $ 179,500 Engineering/Survey/Testing: 15% $ 538,500 Mobilization 10% $ 359,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 538,500 Project Cost TOTAL:1 $ 5,206,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-1 This project consists of the reconstruction of an existing Limits: E Riverview Dr to Wood River Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 920 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,242 cy $ 16.91 $ 71,736 B7 1"Type'B'HMAC 8,178 sy $ 11.70 $ 95,680 B8 JUnderseal 8,178 1 sy 1 $ 6.46 $ 52,828 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,178 sy $ 18.99 $ 155,296 B13 lConcrete Median 4,600 sf $ 53.96 $ 248,216 D4 ISidewalk 3,067 sy $ 50.00 $ 153,333 Paving Construction Cost Subtotal: $ 777,090 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 31,084 V Prep ROW 4% $ 31,084 V Traffic Control Construction Phase Traffic Control 3% $ 23,313 V Pavement Markings/Markers 5% $ 38,854 V Roadway Drainage Standard Internal System 35% $ 271,981 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 38,854 V Sewer Minor Adjustments 5% $ 38,854 V Landscaping(Basic) Sodding and Erosion Control 2% $ 15,542 V Illumination Standard Ilumination System 6% $ 46,625 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 505,108 Paving and Allowance Subtotal: $ 1,282,198 Construction Contingency: 20% $ 256,440 Construction Cost TOTAL: $ 1,539,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,539,000 Bonds: 5% $ 76,950 Engineering/Survey/Testing: 15% $ 230,850 Mobilization 10% $ 153,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 230,850 Project Cost TOTAL:1 $ 2,232,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-J This project consists of the reconstruction of an existing Limits: Wood River Rd to Trinity River Dr/EM 1889 roadway. Costing Class: Primary Arterial(A3) Length(If): 647 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,983 cy $ 16.91 $ 50,449 B7 1"Type'B'HMAC 5,751 sy $ 11.70 $ 67,288 B8 JUnderseal 5,751 1 sy 1 $ 6.46 $ 37,152 B11 8"Lime stabilized(8%),12"Compacted Subgrade 5,751 sy $ 18.99 $ 109,214 B13 lConcrete Median 3,235 sf $ 53.96 $ 174,561 D4 ISidewalk 2,157 sy $ 50.00 $ 107,833 Paving Construction Cost Subtotal: $ 546,497 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 21,860 V Prep ROW 4% $ 21,860 V Traffic Control Construction Phase Traffic Control 3% $ 16,395 V Pavement Markings/Markers 5% $ 27,325 V Roadway Drainage Standard Internal System 35% $ 191,274 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 27,325 V Sewer Minor Adjustments 5% $ 27,325 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,930 V Illumination Standard Ilumination System 6% $ 32,790 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 355,223 Paving and Allowance Subtotal: $ 901,720 Construction Contingency: 20% $ 180,344 Construction Cost TOTAL: $ 1,083,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,083,000 Bonds: 5% $ 54,150 Engineering/Survey/Testing: 15% $ 162,450 Mobilization 10% $ 108,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 162,450 Project Cost TOTAL:1 $ 1,570,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-K This project consists of the reconstruction of an existing Limits: Trinity River Dr/FM 1889 to River Hill Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 2,270 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,469 cy $ 16.91 $ 177,032 B7 1"Type'B'HMAC 20,181 sy $ 11.70 $ 236,122 B8 JUnderseal 20,181 1 sy 1 $ 6.46 $ 130,371 B11 8"Lime stabilized(8%),12"Compacted Subgrade 20,181 sy $ 18.99 $ 383,244 B13 lConcrete Median 11,352 sf $ 53.96 $ 612,554 D4 ISidewalk 7,568 sy $ 50.00 $ 378,400 Paving Construction Cost Subtotal: $ 1,917,722 Major Construction Component Allowances: - Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 76,709 V Prep ROW 4% $ 76,709 V Traffic Control Construction Phase Traffic Control 3% $ 57,532 V Pavement Markings/Markers 5% $ 95,886 V Roadway Drainage Standard Internal System 35% $ 671,203 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 95,886 V Sewer Minor Adjustments 5% $ 95,886 V Landscaping(Basic) Sodding and Erosion Control 2% $ 38,354 V Illumination Standard Ilumination System 6% $ 115,063 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,246,520 Paving and Allowance Subtotal: $ 3,164,242 Construction Contingency: 20% $ 632,848 Construction Cost TOTAL: $ 3,798,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,798,000 Bonds: 5% $ 189,900 Engineering/Survey/Testing: 15% $ 569,700 Mobilization 10% $ 379,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 569,700 Project Cost TOTAL:1 $ 5,507,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-L This project consists of the reconstruction of an existing Limits: River Hill Drto CR 69 roadway. Costing Class: Primary Arterial(A3) Length(If): 2,218 Service Area(s): Northwest 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,226 cy $ 16.91 $ 172,915 B7 1"Type'B'HMAC 19,712 sy $ 11.70 $ 230,630 B8 JUnderseal 19,712 1 sy 1 $ 6.46 $ 127,340 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,712 sy $ 18.99 $ 374,331 B13 lConcrete Median 11,088 sf $ 53.96 $ 598,308 D4 ISidewalk 7,392 sy $ 50.00 $ 369,600 Paving Construction Cost Subtotal: $ 1,873,124 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 74,925 V Prep ROW 4% $ 74,925 V Traffic Control Construction Phase Traffic Control 3% $ 56,194 V Pavement Markings/Markers 5% $ 93,656 V Roadway Drainage Standard Internal System 35% $ 655,593 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 93,656 V Sewer Minor Adjustments 5% $ 93,656 V Landscaping(Basic) Sodding and Erosion Control 2% $ 37,462 V Illumination Standard Ilumination System 6% $ 112,387 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,217,531 Paving and Allowance Subtotal: $ 3,090,655 Construction Contingency: Q070 $ 618,131 Construction Cost TOT $ 3,709,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,709,000 Bonds: 5% $ 185,450 Engineering/Survey/Testing: 15% $ 556,350 Mobilization 10% $ 370,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 556,350 Project Cost TOTAL:1 $ 5,378,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-M This project consists of the reconstruction of an existing Limits: CR 69 to Riverside Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 1,426 Service Area(s): Northwest 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,574 cy $ 16.91 $ 111,160 B7 1"Type'B'HMAC 12,672 sy $ 11.70 $ 148,262 B8 JUnderseal 12,672 1 sy 1 $ 6.46 $ 81,861 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,672 sy $ 18.99 $ 240,641 B13 lConcrete Median 7,128 sf $ 53.96 $ 384,627 D4 ISidewalk 4,752 sy $ 50.00 $ 237,600 Paving Construction Cost Subtotal: $ 1,204,151 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 48,166 V Prep ROW 4% $ 48,166 V Traffic Control Construction Phase Traffic Control 3% $ 36,125 V Pavement Markings/Markers 5% $ 60,208 V Roadway Drainage Standard Internal System 35% $ 421,453 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 60,208 V Sewer Minor Adjustments 5% $ 60,208 V Landscaping(Basic) Sodding and Erosion Control 2% $ 24,083 V Illumination Standard Ilumination System 6% $ 72,249 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 782,698 Paving and Allowance Subtotal: $ 1,986,850 Construction Contingency: 20% $ 397,370 Construction Cost TOTAL: $ 2,385,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,385,000 Bonds: 5% $ 119,250 Engineering/Survey/Testing: 15% $ 357,750 Mobilization 10% $ 238,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 357,750 Project Cost TOTAL:1 $ 3,458,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-N This project consists of the reconstruction of an existing Limits: Riverside Blvd to River E Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 845 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,895 cy $ 16.91 $ 65,872 B7 1"Type'B'HMAC 7,509 sy $ 11.70 $ 87,859 B8 JUnderseal 7,509 1 sy 1 $ 6.46 $ 48,510 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,509 sy $ 18.99 $ 142,602 B13 lConcrete Median 4,224 sf $ 53.96 $ 227,927 D4 ISidewalk 2,816 sy $ 50.00 $ 140,800 Paving Construction Cost Subtotal: $ 713,571 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 28,543 V Prep ROW 4% $ 28,543 V Traffic Control Construction Phase Traffic Control 3% $ 21,407 V Pavement Markings/Markers 5% $ 35,679 V Roadway Drainage Standard Internal System 35% $ 249,750 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 35,679 V Sewer Minor Adjustments 5% $ 35,679 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,271 V Illumination Standard Ilumination System 6% $ 42,814 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 463,821 Paving and Allowance Subtotal: $ 1,177,392 Construction Contingency: Q070 $ 235,478 Construction Cost TOT $ 1,413,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,413,000 Bonds: 5% $ 70,650 Engineering/Survey/Testing: 15% $ 211,950 Mobilization 10% $ 141,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 211,950 Project Cost TOTAL:1 $ 2,049,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: 11 Project Number: 1-Q This project consists of the reconstruction of an existing Limits: IH 69E to 1145'W of IH 69E roadway. Costing Class: Minor Arterial(Al) Length(If): 1,162 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,388 cy $ 16.91 $ 74,206 B7 1"Type'B'HMAC 8,389 sy $ 11.70 $ 98,155 B8 JUnderseal 8,389 1 sy 1 $ 6.46 $ 54,195 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,389 sy $ 18.99 $ 159,313 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 3,872 sy $ 50.00 $ 193,600 Paving Construction Cost Subtotal: $ 579,469 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 23,179 V Prep ROW 4% $ 23,179 V Traffic Control Construction Phase Traffic Control 3% $ 17,384 V Pavement Markings/Markers 5% $ 28,973 V Roadway Drainage Standard Internal System 35% $ 202,814 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 28,973 V Sewer Minor Adjustments 5% $ 28,973 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,589 V Illumination Standard Ilumination System 6% $ 34,768 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 376,655 Paving and Allowance Subtotal: $ 956,124 Construction Contingency: 20% $ 191,225 Construction Cost TOTAL: $ 1,148,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,148,000 Bonds: 5% $ 57,400 Engineering/Survey/Testing: 15% $ 172,200 Mobilization 10% $ 114,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 172,200 Project Cost TOTAL:1 $ 1,665,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-11 This project consists of the reconstruction of an existing Limits: Leopard St to 2057'S of Leopard St roadway. Costing Class: Collector(Cl) Length(If): 2,057 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,028 cy $ 16.91 $ 85,027 B6 1"Type'D'HMAC 9,371 sy $ 13.78 $ 129,129 B8 JUnderseal 9,371 1 sy 1 $ 6.46 $ 60,535 B12 12"Compacted Subgrade 9,828 sy $ 5.65 $ 55,528 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 6,857 sy $ 50.00 $ 342,833 Paving Construction Cost Subtotal: $ 673,053 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 26,922 V Prep ROW 4% $ 26,922 V Traffic Control Construction Phase Traffic Control 3% $ 20,192 V Pavement Markings/Markers 5% $ 33,653 V Roadway Drainage Standard Internal System 35% $ 235,568 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 33,653 V Sewer Minor Adjustments 5% $ 33,653 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,461 V Illumination Standard Ilumination System 6% $ 40,383 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 437,484 Paving and Allowance Subtotal: $ 1,110,537 Construction Contingency: 20% $ 222,107 Construction Cost TOTAL: $ 1,333,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,333,000 Bonds: 5% $ 66,650 Engineering/Survey/Testing: 15% $ 199,950 Mobilization 10% $ 133,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 199,950 Project Cost TOTAL:1 $ 1,933,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-U This project consists of the reconstruction of an existing Limits: IH 37 to Leopard St roadway. Costing Class: Primary Arterial(A3) Length(If): 557 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,568 cy $ 16.91 $ 43,431 B7 1"Type'B'HMAC 4,951 sy $ 11.70 $ 57,928 B8 JUnderseal 4,951 1 sy 1 $ 6.46 $ 31,984 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,951 sy $ 18.99 $ 94,022 B13 lConcrete Median 2,785 sf $ 53.96 $ 150,279 D4 ISidewalk 1,857 sy $ 50.00 $ 92,833 Paving Construction Cost Subtotal: $ 470,477 Major Construction Component Allowances: W Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 18,819 V Prep ROW 4% $ 18,819 V Traffic Control Construction Phase Traffic Control 3% $ 14,114 V Pavement Markings/Markers 5% $ 23,524 V Roadway Drainage Standard Internal System 35% $ 164,667 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 23,524 V Sewer Minor Adjustments 5% $ 23,524 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,410 V Illumination Standard Ilumination System 6% $ 28,229 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 305,810 Paving and Allowance Subtotal: $ 776,287 Construction Contingency: Q070 $ 155,257 Construction Cost TOT $ 932,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 932,000 Bonds: 5% $ 46,600 Engineering/Survey/Testing: 15% $ 139,800 Mobilization 10% $ 93,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 139,800 Project Cost TOTAL:1 $ 1,351,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-V This project consists of the reconstruction of an existing Limits: Leopard St to Hearn Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,529 Service Area(s): Northwest 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 11,662 cy $ 16.91 $ 197,196 B7 1"Type'B'HMAC 22,480 sy $ 11.70 $ 263,016 B8 Underseal 22,480 sy $ 6.46 $ 145,221 B11 8"Lime stabilized(8%),12"Compacted Subgrade 22,480 sy $ 18.99 $ 426,895 B13 lConcrete Median 12,645 sf $ 53.96 $ 682,324 D4 ISidewalk 8,430 sy $ 50.00 $ 421,500 Paving Construction Cost Subtotal: $ 2,136,152 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 85,446 V Prep ROW 4% $ 85,446 V Traffic Control Construction Phase Traffic Control 3% $ 64,085 V Pavement Markings/Markers 5% $ 106,808 V Roadway Drainage Standard Internal System 35% $ 747,653 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 106,808 V Sewer Minor Adjustments 5% $ 106,808 V Landscaping(Basic) Sodding and Erosion Control 2% $ 42,723 V Illumination Standard Ilumination System 6% $ 128,169 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,388,499 Paving and Allowance Subtotal: $ 3,524,651 Construction Contingency: Q070 $ 704,930 Construction Cost TOT $ 4,230,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,230,000 Bonds: 5% $ 211,500 Engineering/Survey/Testing: 15% $ 634,500 Mobilization 10% $ 423,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 634,500 Project Cost TOTAL:1 $ 6,134,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-W This project consists of the reconstruction of an existing Limits: Hearn Rd to 2350'S of Hearn rd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,335 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,767 cy $ 16.91 $ 182,069 B7 1"Type'B'HMAC 20,756 sy $ 11.70 $ 242,840 B8 JUnderseal 20,756 1 sy 1 $ 6.46 $ 134,081 B11 8"Lime stabilized(8%),12"Compacted Subgrade 20,756 sy $ 18.99 $ 394,148 B13 lConcrete Median 11,675 sf $ 53.96 $ 629,983 D4 ISidewalk 7,783 sy $ 50.00 $ 389,167 Paving Construction Cost Subtotal: $ 1,972,288 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 78,892 V Prep ROW 4% $ 78,892 V Traffic Control Construction Phase Traffic Control 3% $ 59,169 V Pavement Markings/Markers 5% $ 98,614 V Roadway Drainage Standard Internal System 35% $ 690,301 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 98,614 V Sewer Minor Adjustments 5% $ 98,614 V Landscaping(Basic) Sodding and Erosion Control 2% $ 39,446 V Illumination Standard Ilumination System 6% $ 118,337 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,281,987 Paving and Allowance Subtotal: $ 3,254,275 Construction Contingency: 20% $ 650,855 Construction Cost TOTAL: $ 3,906,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,906,000 Bonds: 5% $ 195,300 Engineering/Survey/Testing: 15% $ 585,900 Mobilization 10% $ 390,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 585,900 Project Cost TOTAL:1 $ 5,664,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-X This project consists of the reconstruction of an existing Limits: 2350'S of Hearn rd to 4060'S of Hearn Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 1,742 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,034 cy $ 16.91 $ 135,862 B7 1"Type'B'HMAC 15,488 sy $ 11.70 $ 181,210 B8 JUnderseal 15,488 1 sy 1 $ 6.46 $ 100,052 B11 8"Lime stabilized(8%),12"Compacted Subgrade 15,488 sy $ 18.99 $ 294,117 B13 lConcrete Median 8,712 sf $ 53.96 $ 470,100 D4 ISidewalk 5,808 sy $ 50.00 $ 290,400 Paving Construction Cost Subtotal: $ 1,471,740 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 58,870 V Prep ROW 4% $ 58,870 V Traffic Control Construction Phase Traffic Control 3% $ 44,152 V Pavement Markings/Markers 5% $ 73,587 V Roadway Drainage Standard Internal System 35% $ 515,109 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 73,587 V Sewer Minor Adjustments 5% $ 73,587 V Landscaping(Basic) Sodding and Erosion Control 2% $ 29,435 V Illumination Standard Ilumination System 6% $ 88,304 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 956,631 Paving and Allowance Subtotal: $ 2,428,372 Construction Contingency: 20% $ 485,674 Construction Cost TOTAL: $ 2,915,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,915,000 Bonds: 5% $ 145,750 Engineering/Survey/Testing: 15% $ 437,250 Mobilization 10% $ 291,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 437,250 Project Cost TOTAL:1 $ 4,227,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-Y This project consists of the reconstruction of an existing Limits: Northwest Blvd to 1675'S of Northwest Blvd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,690 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,444 cy $ 16.91 $ 92,063 B7 1"Type'B'HMAC 10,325 sy $ 11.70 $ 120,806 B8 JUnderseal 10,325 1 sy 1 $ 6.46 $ 66,702 B11 8"Lime stabilized(8%),12"Compacted Subgrade 10,325 sy $ 18.99 $ 196,078 B13 lConcrete Median 6,758 sf $ 53.96 $ 364,683 D4 ISidewalk 5,632 sy $ 50.00 $ 281,600 Paving Construction Cost Subtotal: $ 1,121,932 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 44,877 V Prep ROW 4% $ 44,877 V Traffic Control Construction Phase Traffic Control 3% $ 33,658 V Pavement Markings/Markers 5% $ 56,097 V Roadway Drainage Standard Internal System 35% $ 392,676 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 56,097 V Sewer Minor Adjustments 5% $ 56,097 V Landscaping(Basic) Sodding and Erosion Control 2% $ 22,439 V Illumination Standard Ilumination System 6% $ 67,316 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 729,256 Paving and Allowance Subtotal: $ 1,851,188 Construction Contingency: 20% $ 370,238 Construction Cost TOTAL: $ 2,222,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,222,000 Bonds: 5% $ 111,100 Engineering/Survey/Testing: 15% $ 333,300 Mobilization 10% $ 222,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 333,300 Project Cost TOTAL:1 $ 3,222,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 1-Z This project consists of the reconstruction of an existing Limits: 1675'S of Northwest Blvd to 2245'S of Northwest Blvd roadway. Costing Class: Secondary Arterial(A2) Length(If): 528 Service Area(s): Northwest 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 1,701 cy $ 16.91 $ 28,770 B7 1"Type'B'HMAC 3,227 sy $ 11.70 $ 37,752 B8 JUnderseal 3,227 1 sy 1 $ 6.46 $ 20,844 B11 8"Lime stabilized(8%),12"Compacted Subgrade 3,227 sy $ 18.99 $ 61,274 B13 lConcrete Median 2,112 sf $ 53.96 $ 113,964 D4 ISidewalk 1,760 sy $ 50.00 $ 88,000 Paving Construction Cost Subtotal: $ 350,604 Major Construction Component Allowances: - Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 14,024 V Prep ROW 4% $ 14,024 V Traffic Control Construction Phase Traffic Control 3% $ 10,518 V Pavement Markings/Markers 5% $ 17,530 V Roadway Drainage Standard Internal System 35% $ 122,711 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 17,530 V Sewer Minor Adjustments 5% $ 17,530 V Landscaping(Basic) Sodding and Erosion Control 2% $ 7,012 V Illumination Standard Ilumination System 6% $ 21,036 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 227,892 Paving and Allowance Subtotal: $ 578,496 Construction Contingency: 20% $ 115,699 Construction Cost TOTAL: $ 695,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 695,000 Bonds: 5% $ 34,750 Engineering/Survey/Testing: 15% $ 104,250 Mobilization 10% $ 69,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 104,250 Project Cost TOTAL:1 $ 1,008,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 • • • »„ ■- • Project Number: 1-0 This project consists of the construction of a completely new Limits: 570'E of Emory Dr to Emory Dr roadway. Costing Class: Minor Arterial(Al) Length(If): 528 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,995 cy $ 16.91 $ 33,730 B7 1"Type'B'HMAC 3,813 sy $ 11.70 $ 44,616 B8 IUnderseal I 3,813 I sy I $ 6.46 I $ 24,634 B118"Lime stabilized(8%),12"Compacted Subgrade 3,813 sy $ 18.99 $ 72,415 B13.X No Median 0 sf $ $ D4 (Sidewalk I 1,760 sy $ 50.00 $ 88,000 Paving Construction Cost Subtotal: $ 263,395 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 10,536 V Prep ROW 4% $ 10,536 V Traffic Control Construction Phase Traffic Control 3% $ 7,902 V Pavement Markings/Markers 5% $ 13,170 V Roadway Drainage Standard Internal System 35% $ 92,188 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 13,170 V Sewer Minor Adjustments 5% $ 13,170 V Landscaping(Basic) Sodding and Erosion Control 2% $ 5,268 V Illumination Standard Ilumination System 6% $ 15,804 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 171,207 Paving and Allowance Subtotal: $ 434,602 Construction Contingency: 20% $ 86,920 Construction Cost TOTAL: $ 522,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 522,000 Bonds: 5% $ 26,100 Engineering/Survey/Testing: 15% $ 78,300 Mobilization 10% $ 52,200 ROW/Easement Acquisition: IFALSE 1 15% $ 78,300 Project Cost TOTAL: $ 757,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project In17 Description: Project No. 1 Project - Project Number: 1-13 This project consists of the construction of a completely new Limits: Emory Dr to IH 69E roadway. Costing Class: Minor Arterial(Al) Length(If): 4,118 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 15,558 cy $ 16.91 $ 263,093 B7 1"Type'B'HMAC 29,744 sy $ 11.70 $ 348,005 B8 IUnderseal I 29,744 I sy I $ 6.46 I $ 192,146 B118"Lime stabilized(8%),12"Compacted Subgrade 29,744 sy $ 18.99 $ 564,839 B13.X No Median 0 sf $ $ D4 (Sidewalk I 13,728 sy $ 50.00 $ 686,400 Paving Construction Cost Subtotal: $ 2,054,482 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 82,179 V Prep ROW 4% $ 82,179 V Traffic Control Construction Phase Traffic Control 3% $ 61,634 V Pavement Markings/Markers 5% $ 102,724 V Roadway Drainage Standard Internal System 35% $ 719,069 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 102,724 V Sewer Minor Adjustments 5% $ 102,724 V Landscaping(Basic) Sodding and Erosion Control 2% $ 41,090 V Illumination Standard Ilumination System 6% $ 123,269 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,735,413 Paving and Allowance Subtotal: $ 3,789,896 Construction Contingency: 20% $ 757,979 Construction Cost TOTAL: $ 4,548,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,548,000 Bonds: 5% $ 227,400 Engineering/Survey/Testing: 15% $ 682,200 Mobilization 10% $ 454,800 ROW/Easement Acquisition: IFALSE 1 15% $ 682,200 Project Cost TOTAL: $ 6,595,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- ""-k� Description: Project No. 11-S Project Number: 1-S This project consists of the construction of a completely new Limits: 2057'S of Leopard St to Hearn Rd roadway. Costing Class: Collector(Cl) Length(If): 1,373 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,356 cy $ 16.91 $ 56,745 B6 1"Type'D'HMAC 6,254 sy $ 13.78 $ 86,178 B8 IUnderseal I 6,254 I sy I $ 6.46 I $ 40,400 B1212"Compacted Subgrade 6,559 sy $ 5.65 $ 37,058 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,576 sy $ 50.00 $ 228,800 Paving Construction Cost Subtotal: $ 449,182 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 17,967 V Prep ROW 4% $ 17,967 V Traffic Control Construction Phase Traffic Control 3% $ 13,475 V Pavement Markings/Markers 5% $ 22,459 V Roadway Drainage Standard Internal System 35% $ 157,214 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 22,459 V Sewer Minor Adjustments 5% $ 22,459 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,984 V Illumination Standard Ilumination System 6% $ 26,951 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 291,968 Paving and Allowance Subtotal: $ 741,150 Construction Contingency: 20% $ 148,230 Construction Cost TOTAL: $ 890,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 890,000 Bonds: 5% $ 44,500 Engineering/Survey/Testing: 15% $ 133,500 Mobilization 10% $ 89,000 ROW/Easement Acquisition: IFALSE 1 15% $ 133,500 Project Cost TOTAL: $ 1,291,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 1-AA Project Number: 1-AA This project consists of the construction of a completely new Limits: W River Dr to 2190'W of W River Dr roadway. Costing Class: Collector(Cl) Length(If): 2,165 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,292 cy $ 16.91 $ 89,483 B6 1"Type'D'HMAC 9,862 sy $ 13.78 $ 135,897 B8 IUnderseal I 9,862 I sy I $ 6.46 I $ 63,708 B1212"Compacted Subgrade 10,343 sy $ 5.65 $ 58,438 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,216 sy $ 50.00 $ 360,800 Paving Construction Cost Subtotal: $ 708,325 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 28,333 V Prep ROW 4% $ 28,333 V Traffic Control Construction Phase Traffic Control 3% $ 21,250 V Pavement Markings/Markers 5% $ 35,416 V Roadway Drainage Standard Internal System 35% $ 247,914 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 35,416 V Sewer Minor Adjustments 5% $ 35,416 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,166 V Illumination Standard Ilumination System 6% $ 42,499 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 460,411 Paving and Allowance Subtotal: $ 1,168,736 Construction Contingency: 20% $ 233,747 Construction Cost TOTAL: $ 1,403,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,403,000 Bonds: 5% $ 70,150 Engineering/Survey/Testing: 15% $ 210,450 Mobilization 10% $ 140,300 ROW/Easement Acquisition: IFALSE 1 15% $ 210,450 Project Cost TOTAL: $ 2,034,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 1-AB Project Number: 1-AB This project consists of the construction of a completely new Limits: 2190'W of W River Drto Wright Moravek Rd roadway. Costing Class: Collector(Cl) Length(If): 2,112 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,163 cy $ 16.91 $ 87,301 B6 1"Type'D'HMAC 9,621 sy $ 13.78 $ 132,582 B8 IUnderseal I 9,621 I sy I $ 6.46 I $ 62,154 B1212"Compacted Subgrade 10,091 sy $ 5.65 $ 57,012 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,040 sy $ 50.00 $ 352,000 Paving Construction Cost Subtotal: $ 691,049 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 27,642 V Prep ROW 4% $ 27,642 V Traffic Control Construction Phase Traffic Control 3% $ 20,731 V Pavement Markings/Markers 5% $ 34,552 V Roadway Drainage Standard Internal System 35% $ 241,867 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 34,552 V Sewer Minor Adjustments 5% $ 34,552 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,821 V Illumination Standard Ilumination System 6% $ 41,463 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 449,182 Paving and Allowance Subtotal: $ 1,140,230 Construction Contingency: 20% $ 228,046 Construction Cost TOTAL: $ 1,369,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,369,000 Bonds: 5% $ 68,450 Engineering/Survey/Testing: 15% $ 205,350 Mobilization 10% $ 136,900 ROW/Easement Acquisition: IFALSE 1 15% $ 205,350 Project Cost TOTAL: $ 1,985,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 1-AC Project Number: 1-AC This project consists of the construction of a completely new Limits: 1975'W of Wright Movarek Rd to Wright Moravek Rd roadway. Costing Class: Collector(Cl) Length(If): 1,901 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,646 cy $ 16.91 $ 78,571 B6 1"Type'D'HMAC 8,659 sy $ 13.78 $ 119,324 B8 IUnderseal I 8,659 I sy I $ 6.46 I $ 55,938 B1212"Compacted Subgrade 9,082 sy $ 5.65 $ 51,311 B13.X No Median 0 sf $ $ D4 (Sidewalk I 6,336 sy $ 50.00 $ 316,800 Paving Construction Cost Subtotal: $ 621,944 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 24,878 V Prep ROW 4% $ 24,878 V Traffic Control Construction Phase Traffic Control 3% $ 18,658 V Pavement Markings/Markers 5% $ 31,097 V Roadway Drainage Standard Internal System 35% $ 217,680 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 31,097 V Sewer Minor Adjustments 5% $ 31,097 V Landscaping(Basic) Sodding and Erosion Control 2% $ 12,439 V Illumination Standard Ilumination System 6% $ 37,317 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 404,264 Paving and Allowance Subtotal: $ 1,026,207 Construction Contingency: 20% $ 205,241 Construction Cost TOTAL: $ 1,232,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,232,000 Bonds: 5% $ 61,600 Engineering/Survey/Testing: 15% $ 184,800 Mobilization 10% $ 123,200 ROW/Easement Acquisition: IFALSE 1 15% $ 184,800 Project Cost TOTAL: $ 1,786,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- "�,�, Description: Project No. 1-AD Project Number: 1-AD This project consists of the construction of a completely new Limits: 347'S of River Rock Dr to City Limits roadway. Costing Class: Collector(Cl) Length(If): 1,373 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,356 cy $ 16.91 $ 56,745 B6 1"Type'D'HMAC 6,254 sy $ 13.78 $ 86,178 B8 IUnderseal I 6,254 I sy I $ 6.46 I $ 40,400 B1212"Compacted Subgrade 6,559 sy $ 5.65 $ 37,058 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,576 sy $ 50.00 $ 228,800 Paving Construction Cost Subtotal: $ 449,182 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 17,967 V Prep ROW 4% $ 17,967 V Traffic Control Construction Phase Traffic Control 3% $ 13,475 V Pavement Markings/Markers 5% $ 22,459 V Roadway Drainage Standard Internal System 35% $ 157,214 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 22,459 V Sewer Minor Adjustments 5% $ 22,459 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,984 V Illumination Standard Ilumination System 6% $ 26,951 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 291,968 Paving and Allowance Subtotal: $ 741,150 Construction Contingency: 20% $ 148,230 Construction Cost TOTAL: $ 890,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 890,000 Bonds: 5% $ 44,500 Engineering/Survey/Testing: 15% $ 133,500 Mobilization 10% $ 89,000 ROW/Easement Acquisition: IFALSE 1 15% $ 133,500 Project Cost TOTAL: $ 1,291,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-rV , Description: Project No. 1-AE Project Number: 1-AE This project consists of the construction of a completely new Limits: Northwest Blvd to 2052'S of Northwest Blvd roadway. Costing Class: Collector(Cl) Length(If): 2,052 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,016 cy $ 16.91 $ 84,821 B6 1"Type'D'HMAC 9,348 sy $ 13.78 $ 128,815 B8 IUnderseal I 9,348 I sy I $ 6.46 I $ 60,388 B1212"Compacted Subgrade 9,804 sy $ 5.65 $ 55,393 B13.X No Median 0 sf $ $ D4 (Sidewalk I 6,840 sy $ 50.00 $ 342,000 Paving Construction Cost Subtotal: $ 671,417 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 26,857 V Prep ROW 4% $ 26,857 V Traffic Control Construction Phase Traffic Control 3% $ 20,143 V Pavement Markings/Markers 5% $ 33,571 V Roadway Drainage Standard Internal System 35% $ 234,996 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 33,571 V Sewer Minor Adjustments 5% $ 33,571 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,428 V Illumination Standard Ilumination System 6% $ 40,285 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 436,421 Paving and Allowance Subtotal: $ 1,107,838 Construction Contingency: 20% $ 221,568 Construction Cost TOTAL: $ 1,330,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,330,000 Bonds: 5% $ 66,500 Engineering/Survey/Testing: 15% $ 199,500 Mobilization 10% $ 133,000 ROW/Easement Acquisition: IFALSE 1 15% $ 199,500 Project Cost TOTAL: $ 1,929,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 1-AF Project Number: 1-AF This project consists of the construction of a completely new Limits: 2052'S of Northwest Blvd to 3650'S of Northwest Blvd roadway. Costing Class: Collector(Cl) Length(If): 1,584 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,872 cy $ 16.91 $ 65,476 B6 1"Type'D'HMAC 7,216 sy $ 13.78 $ 99,436 B8 IUnderseal I 7,216 I sy I $ 6.46 I $ 46,615 B1212"Compacted Subgrade 7,568 sy $ 5.65 $ 42,759 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,280 sy $ 50.00 $ 264,000 Paving Construction Cost Subtotal: $ 518,287 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 20,731 V Prep ROW 4% $ 20,731 V Traffic Control Construction Phase Traffic Control 3% $ 15,549 V Pavement Markings/Markers 5% $ 25,914 V Roadway Drainage Standard Internal System 35% $ 181,400 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 25,914 V Sewer Minor Adjustments 5% $ 25,914 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,366 V Illumination Standard Ilumination System 6% $ 31,097 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 336,886 Paving and Allowance Subtotal: $ 855,173 Construction Contingency: 20% $ 171,035 Construction Cost TOTAL: $ 1,027,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,027,000 Bonds: 5% $ 51,350 Engineering/Survey/Testing: 15% $ 154,050 Mobilization 10% $ 102,700 ROW/Easement Acquisition: IFALSE 1 15% $ 154,050 Project Cost TOTAL: $ 1,489,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 1-AG Project Number: 1-AG This project consists of the construction of a completely new Limits: 3650'S of Northwest Blvd to City Limits roadway. Costing Class: Collector(Cl) Length(If): 686 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,678 cy $ 16.91 $ 28,373 B6 1"Type'D'HMAC 3,127 sy $ 13.78 $ 43,089 B8 IUnderseal I 3,127 I sy I $ 6.46 I $ 20,200 B1212"Compacted Subgrade 3,279 sy $ 5.65 $ 18,529 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,288 sy $ 50.00 $ 114,400 Paving Construction Cost Subtotal: $ 224,591 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 8,984 V Prep ROW 4% $ 8,984 V Traffic Control Construction Phase Traffic Control 3% $ 6,738 V Pavement Markings/Markers 5% $ 11,230 V Roadway Drainage Standard Internal System 35% $ 78,607 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 11,230 V Sewer Minor Adjustments 5% $ 11,230 V Landscaping(Basic) Sodding and Erosion Control 2% $ 4,492 V Illumination Standard Ilumination System 6% $ 13,475 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 145,984 Paving and Allowance Subtotal: $ 370,575 Construction Contingency: 20% $ 74,115 Construction Cost TOTAL: $ 445,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 445,000 Bonds: 5% $ 22,250 Engineering/Survey/Testing: 15% $ 66,750 Mobilization 10% $ 44,500 ROW/Easement Acquisition: IFALSE 1 15% $ 66,750 Project Cost TOTAL: $ 645,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 • »,, Description: Project Number: 1-AH This project consists of the construction of a completely new Limits: Wright Moravek Rd to 2115'E of Wright Movarek Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,112 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,805 cy $ 16.91 $ 115,078 B7 1"Type'B'HMAC 12,907 sy $ 11.70 $ 151,008 B8 IUnderseal I 12,907 I sy I $ 6.46 I $ 83,377 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,907 sy $ 18.99 $ 245,098 B13 lConcrete Median 8,448 sf $ 53.96 $ 455,854 D4 ISidewalk I 7,040 sy $ 50.00 $ 352,000 I I I I Paving Construction Cost Subtotal: $ 1,402,415 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 56,097 V Prep ROW 4% $ 56,097 V Traffic Control Construction Phase Traffic Control 3% $ 42,072 V Pavement Markings/Markers 5% $ 70,121 V Roadway Drainage Standard Internal System 35% $ 490,845 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 70,121 V Sewer Minor Adjustments 5% $ 70,121 V Landscaping(Basic) Sodding and Erosion Control 2% $ 28,048 V Illumination Standard Ilumination System 6% $ 84,145 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 911,570 Paving and Allowance Subtotal: $ 2,313,985 Construction Contingency: 20% $ 462,797 Construction Cost TOTAL: $ 2,777,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,777,000 Bonds: 5% $ 138,850 Engineering/Survey/Testing: 15% $ 416,550 Mobilization 10% $ 277,700 ROW/Easement Acquisition: IFALSE 1 15% $ 416,550 Project Cost TOTAL: $ 4,027,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-n- ' Description: Project No. 1-Al Project Number: 1-AI This project consists of the construction of a completely new Limits: 2115'E of Wright Movarek Rd to 2975'E of Wright Moi roadway. Costing Class: Secondary Arterial(A2) Length(If): 761 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,452 cy $ 16.91 $ 41,465 B7 1"Type'B'HMAC 4,651 sy $ 11.70 $ 54,412 B8 IUnderseal I 4,651 I sy I $ 6.46 I $ 30,043 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,651 sy $ 18.99 $ 88,314 B13 lConcrete Median 3,044 sf $ 53.96 $ 164,254 D4 ISidewalk I 2,537 sy $ 50.00 $ 126,833 I I I I Paving Construction Cost Subtotal: $ 505,321 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 20,213 V Prep ROW 4% $ 20,213 V Traffic Control Construction Phase Traffic Control 3% $ 15,160 V Pavement Markings/Markers 5% $ 25,266 V Roadway Drainage Standard Internal System 35% $ 176,862 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 25,266 V Sewer Minor Adjustments 5% $ 25,266 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,106 V Illumination Standard Ilumination System 6% $ 30,319 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 328,459 Paving and Allowance Subtotal: $ 833,780 Construction Contingency: 20% $ 166,756 Construction Cost TOTAL: $ 1,001,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,001,000 Bonds: 5% $ 50,050 Engineering/Survey/Testing: 15% $ 150,150 Mobilization 10% $ 100,100 ROW/Easement Acquisition: IFALSE 1 15% $ 150,150 Project Cost TOTAL: $ 1,451,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- "�,�, Description: Project No. 1-AJ Project Number: 1-AJ This project consists of the construction of a completely new Limits: Northwest Blvd to Lake Athens Ave roadway. Costing Class: Collector(Cl) Length(If): 2,112 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,163 cy $ 16.91 $ 87,301 B6 1"Type'D'HMAC 9,621 sy $ 13.78 $ 132,582 B8 IUnderseal I 9,621 I sy I $ 6.46 I $ 62,154 B1212"Compacted Subgrade 10,091 sy $ 5.65 $ 57,012 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,040 sy $ 50.00 $ 352,000 Paving Construction Cost Subtotal: $ 691,049 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 27,642 V Prep ROW 4% $ 27,642 V Traffic Control Construction Phase Traffic Control 3% $ 20,731 V Pavement Markings/Markers 5% $ 34,552 V Roadway Drainage Standard Internal System 35% $ 241,867 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 34,552 V Sewer Minor Adjustments 5% $ 34,552 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,821 V Illumination Standard Ilumination System 6% $ 41,463 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 449,182 Paving and Allowance Subtotal: $ 1,140,230 Construction Contingency: 20% $ 228,046 Construction Cost TOTAL: $ 1,369,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,369,000 Bonds: 5% $ 68,450 Engineering/Survey/Testing: 15% $ 205,350 Mobilization 10% $ 136,900 ROW/Easement Acquisition: IFALSE 1 15% $ 205,350 Project Cost TOTAL: $ 1,985,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- "�,�, Description: Project No. 1-AK Project Number: 1-AK This project consists of the construction of a completely new Limits: Lake Athens Ave to 221'S of Lake Athens Ave roadway. Costing Class: Collector(Cl) Length(If): 211 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 516 cy $ 16.91 $ 8,730 B6 1"Type'D'HMAC 962 sy $ 13.78 $ 13,258 B8 IUnderseal I 962 I sy I $ 6.46 I $ 6,215 B1212"Compacted Subgrade 1,009 sy $ 5.65 $ 5,701 B13.X No Median 0 sf $ $ D4 (Sidewalk I 704 sy $ 50.00 $ 35,200 Paving Construction Cost Subtotal: $ 69,105 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 2,764 V Prep ROW 4% $ 2,764 V Traffic Control Construction Phase Traffic Control 3% $ 2,073 V Pavement Markings/Markers 5% $ 3,455 V Roadway Drainage Standard Internal System 35% $ 24,187 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 3,455 V Sewer Minor Adjustments 5% $ 3,455 V Landscaping(Basic) Sodding and Erosion Control 2% $ 1,382 V Illumination Standard Ilumination System 6% $ 4,146 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 44,918 Paving and Allowance Subtotal: $ 114,023 Construction Contingency: 20% $ 22,805 Construction Cost TOTAL: $ 137,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 137,000 Bonds: 5% $ 6,850 Engineering/Survey/Testing: 15% $ 20,550 Mobilization 10% $ 13,700 ROW/Easement Acquisition: IFALSE 1 15% $ 20,550 Project Cost TOTAL: $ 199,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 1-AL Project Number: 1-AL This project consists of the construction of a completely new Limits: Northwest Blvd to City Limits roadway. Costing Class: Collector(Cl) Length(If): 3,286 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 8,032 cy $ 16.91 $ 135,829 B6 1"Type'D'HMAC 14,970 sy $ 13.78 $ 206,280 B8 IUnderseal I 14,970 I sy I $ 6.46 I $ 96,703 B1212"Compacted Subgrade 15,700 sy $ 5.65 $ 88,704 B13.X No Median 0 sf $ $ D4 (Sidewalk I 10,953 sy $ 50.00 $ 547,667 Paving Construction Cost Subtotal: $ 1,075,183 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 43,007 V Prep ROW 4% $ 43,007 V Traffic Control Construction Phase Traffic Control 3% $ 32,255 V Pavement Markings/Markers 5% $ 53,759 V Roadway Drainage Standard Internal System 35% $ 376,314 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 53,759 V Sewer Minor Adjustments 5% $ 53,759 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,504 V Illumination Standard Ilumination System 6% $ 64,511 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,098,869 Paving and Allowance Subtotal: $ 2,174,052 Construction Contingency: 20% $ 434,810 Construction Cost TOTAL: $ 2,609,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,609,000 Bonds: 5% $ 130,450 Engineering/Survey/Testing: 15% $ 391,350 Mobilization 10% $ 260,900 ROW/Easement Acquisition: IFALSE 1 15% $ 391,350 Project Cost TOTAL: $ 3,783,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n`k�, Description: Project No. 1-AM Project Number: 1-AM This project consists of the construction of a completely new Limits: CR 69 to 1400'E of CR 69 roadway. Costing Class: Collector(Cl) Length(If): 1,426 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,485 cy $ 16.91 $ 58,928 B6 1"Type'D'HMAC 6,494 sy $ 13.78 $ 89,493 B8 IUnderseal I 6,494 I sy I $ 6.46 I $ 41,954 B1212"Compacted Subgrade 6,811 sy $ 5.65 $ 38,483 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,752 sy $ 50.00 $ 237,600 Paving Construction Cost Subtotal: $ 466,458 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 18,658 V Prep ROW 4% $ 18,658 V Traffic Control Construction Phase Traffic Control 3% $ 13,994 V Pavement Markings/Markers 5% $ 23,323 V Roadway Drainage Standard Internal System 35% $ 163,260 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 23,323 V Sewer Minor Adjustments 5% $ 23,323 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,329 V Illumination Standard Ilumination System 6% $ 27,987 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 303,198 Paving and Allowance Subtotal: $ 769,656 Construction Contingency: 20% $ 153,931 Construction Cost TOTAL: $ 924,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 924,000 Bonds: 5% $ 46,200 Engineering/Survey/Testing: 15% $ 138,600 Mobilization 10% $ 92,400 ROW/Easement Acquisition: IFALSE 1 15% $ 138,600 Project Cost TOTAL: $ 1,340,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 1-AN Project Number: 1-AN This project consists of the construction of a completely new Limits: 1400'E of CR 69 to 3105'E of CR 69 roadway. Costing Class: Collector(Cl) Length(If): 1,690 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,130 cy $ 16.91 $ 69,841 B6 1"Type'D'HMAC 7,697 sy $ 13.78 $ 106,066 B8 IUnderseal I 7,697 I sy I $ 6.46 I $ 49,723 B1212"Compacted Subgrade 8,073 sy $ 5.65 $ 45,610 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,632 sy $ 50.00 $ 281,600 Paving Construction Cost Subtotal: $ 552,839 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 22,114 V Prep ROW 4% $ 22,114 V Traffic Control Construction Phase Traffic Control 3% $ 16,585 V Pavement Markings/Markers 5% $ 27,642 V Roadway Drainage Standard Internal System 35% $ 193,494 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 27,642 V Sewer Minor Adjustments 5% $ 27,642 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,057 V Illumination Standard Ilumination System 6% $ 33,170 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 359,345 Paving and Allowance Subtotal: $ 912,184 Construction Contingency: 20% $ 182,437 Construction Cost TOTAL: $ 1,095,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,095,000 Bonds: 5% $ 54,750 Engineering/Survey/Testing: 15% $ 164,250 Mobilization 10% $ 109,500 ROW/Easement Acquisition: IFALSE 1 15% $ 164,250 Project Cost TOTAL: $ 1,588,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 1-AQ Project Number: 1-AQ This project consists of the construction of a completely new Limits: 1750'S of Northwest Blvd to City Limits roadway. Costing Class: Collector(Cl) Length(If): 1,428 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,491 cy $ 16.91 $ 59,027 B6 1"Type'D'HMAC 6,505 sy $ 13.78 $ 89,643 B8 IUnderseal I 6,505 I sy I $ 6.46 I $ 42,024 B1212"Compacted Subgrade 6,823 sy $ 5.65 $ 38,548 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,760 sy $ 50.00 $ 238,000 Paving Construction Cost Subtotal: $ 467,243 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 18,690 V Prep ROW 4% $ 18,690 V Traffic Control Construction Phase Traffic Control 3% $ 14,017 V Pavement Markings/Markers 5% $ 23,362 V Roadway Drainage Standard Internal System 35% $ 163,535 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 23,362 V Sewer Minor Adjustments 5% $ 23,362 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,345 V Illumination Standard Ilumination System 6% $ 28,035 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 303,708 Paving and Allowance Subtotal: $ 770,951 Construction Contingency: 20% $ 154,190 Construction Cost TOTAL: $ 926,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 926,000 Bonds: 5% $ 46,300 Engineering/Survey/Testing: 15% $ 138,900 Mobilization 10% $ 92,600 ROW/Easement Acquisition: IFALSE 1 15% $ 138,900 Project Cost TOTAL: $ 1,343,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 1-AR Project Number: 1-AR This project consists of the construction of a completely new Limits: IH 69E to 4230'E of IH 69E roadway. Costing Class: Collector(Cl) Length(If): 4,330 Service Area(s): Northwest 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 10,583 cy $ 16.91 $ 178,966 B6 1"Type'D'HMAC 19,724 sy $ 13.78 $ 271,793 B8 IUnderseal I 19,724 I sy I $ 6.46 I $ 127,415 B1212"Compacted Subgrade 20,686 sy $ 5.65 $ 116,875 B13.X No Median 0 sf $ $ D4 (Sidewalk I 14,432 sy $ 50.00 $ 721,600 Paving Construction Cost Subtotal: $ 1,416,650 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 56,666 V Prep ROW 4% $ 56,666 V Traffic Control Construction Phase Traffic Control 3% $ 42,499 V Pavement Markings/Markers 5% $ 70,832 V Roadway Drainage Standard Internal System 35% $ 495,827 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 70,832 V Sewer Minor Adjustments 5% $ 70,832 V Landscaping(Basic) Sodding and Erosion Control 2% $ 28,333 V Illumination Standard Ilumination System 6% $ 84,999 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,320,822 Paving and Allowance Subtotal: $ 2,737,472 Construction Contingency: 20% $ 547,494 Construction Cost TOTAL: $ 3,285,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,285,000 Bonds: 5% $ 164,250 Engineering/Survey/Testing: 15% $ 492,750 Mobilization 10% $ 328,500 ROW/Easement Acquisition: IFALSE 1 15% $ 492,750 Project Cost TOTAL: $ 4,763,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-A This project consists of the reconstruction of an existing Limits: New PR Roadway to Warrior Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,038 Service Area(s): Northwest 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,567 cy $ 16.91 $ 111,046 B7 1"Type'B'HMAC 12,454 sy $ 11.70 $ 145,717 B8 JUnderseal 12,454 1 sy 1 $ 6.46 $ 80,456 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,454 sy $ 18.99 $ 236,510 B13 lConcrete Median 8,152 sf $ 53.96 $ 439,882 D4 ISidewalk 6,793 sy $ 50.00 $ 339,667 Paving Construction Cost Subtotal: $ 1,353,277 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 54,131 V Prep ROW 4% $ 54,131 V Traffic Control Construction Phase Traffic Control 3% $ 40,598 V Pavement Markings/Markers 5% $ 67,664 V Roadway Drainage Standard Internal System 35% $ 473,647 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 67,664 V Sewer Minor Adjustments 5% $ 67,664 V Landscaping(Basic) Sodding and Erosion Control 2% $ 27,066 V Illumination Standard Ilumination System 6% $ 81,197 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 879,630 Paving and Allowance Subtotal: $ 2,232,908 Construction Contingency: 20% $ 446,582 Construction Cost TOTAL: $ 2,680,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,680,000 Bonds: 5% $ 134,000 Engineering/Survey/Testing: 15% $ 402,000 Mobilization 10% $ 268,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 402,000 Project Cost TOTAL:1 $ 3,886,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-13 This project consists of the reconstruction of an existing Limits: Warrior Dr to McKinzie Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,640 Service Area(s): Northwest 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 8,507 cy 1 $ 16.91 $ 143,848 B7 1"Type'B'HMAC 16,133 sy 1 $ 11.70 $ 188,760 B8 JUnderseal 16,133 1 sy 1 $ 6.46 $ 104,221 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,133 sy $ 18.99 $ 306,372 B13 lConcrete Median 10,560 sf $ 53.96 $ 569,818 D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,753,019 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,171— V Prep ROW 4% $ 70,121 V Traffic Control Construction Phase Traffic Control 3% $ 52,591 V Pavement Markings/Markers 5% $ 87,651 V Roadway Drainage Standard Internal System 35% $ 613,557 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 87,651 V Sewer Minor Adjustments 5% $ 87,651 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,060 V Illumination Standard Ilumination System 6% $ 105,181 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,539,462 Paving and Allowance Subtotal: $ 3,292,481 Construction Contingency: 20% $ 658,496 Construction Cost TOTAL: $ 3,951,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,951,000 Bonds: 5% $ 197,550 Engineering/Survey/Testing: 15% $ 592,650 Mobilization 10% $ 395,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 592,650 Project Cost TOTAL:1 $ 5,729,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-D This project consists of the reconstruction of an existing Limits: IH 37 to Leopard St roadway. Costing Class: Primary Arterial(A3) Length(If): 557 Service Area(s): Northwest 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,568 cy $ 16.91 $ 43,431 B7 1"Type'B'HMAC 4,951 sy $ 11.70 $ 57,928 B8 JUnderseal 4,951 1 sy 1 $ 6.46 $ 31,984 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,951 sy $ 18.99 $ 94,022 B13 lConcrete Median 2,785 sf $ 53.96 $ 150,279 D4 ISidewalk 1,857 sy $ 50.00 $ 92,833 Paving Construction Cost Subtotal: $ 470,477 Major Construction Component Allowances: W Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 18,819 V Prep ROW 4% $ 18,819 V Traffic Control Construction Phase Traffic Control 3% $ 14,114 V Pavement Markings/Markers 5% $ 23,524 V Roadway Drainage Standard Internal System 35% $ 164,667 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 23,524 V Sewer Minor Adjustments 5% $ 23,524 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,410 V Illumination Standard Ilumination System 6% $ 28,229 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 305,810 Paving and Allowance Subtotal: $ 776,287 Construction Contingency: Q070 $ 155,257 Construction Cost TOT $ 932,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 932,000 Bonds: 5% $ 46,600 Engineering/Survey/Testing: 15% $ 139,800 Mobilization 10% $ 93,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 139,800 Project Cost TOTAL:1 $ 1,351,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-E This project consists of the reconstruction of an existing Limits: Leopard St to Hearn Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,529 Service Area(s): Northwest 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 11,662 cy $ 16.91 $ 197,196 B7 1"Type'B'HMAC 22,480 sy $ 11.70 $ 263,016 B8 Underseal 22,480 sy $ 6.46 $ 145,221 B11 8"Lime stabilized(8%),12"Compacted Subgrade 22,480 sy $ 18.99 $ 426,895 B13 lConcrete Median 12,645 sf $ 53.96 $ 682,324 D4 ISidewalk 8,430 sy $ 50.00 $ 421,500 Paving Construction Cost Subtotal: $ 2,136,152 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 85,446 V Prep ROW 4% $ 85,446 V Traffic Control Construction Phase Traffic Control 3% $ 64,085 V Pavement Markings/Markers 5% $ 106,808 V Roadway Drainage Standard Internal System 35% $ 747,653 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 106,808 V Sewer Minor Adjustments 5% $ 106,808 V Landscaping(Basic) Sodding and Erosion Control 2% $ 42,723 V Illumination Standard Ilumination System 6% $ 128,169 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,388,499 Paving and Allowance Subtotal: $ 3,524,651 Construction Contingency: Q070 $ 704,930 Construction Cost TOT $ 4,230,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,230,000 Bonds: 5% $ 211,500 Engineering/Survey/Testing: 15% $ 634,500 Mobilization 10% $ 423,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 634,500 Project Cost TOTAL:1 $ 6,134,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-F This project consists of the reconstruction of an existing Limits: Hearn Rd to 2350'S of Hearn rd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,335 Service Area(s): Northwest 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,767 cy $ 16.91 $ 182,069 B7 1"Type'B'HMAC 20,756 sy $ 11.70 $ 242,840 B8 JUnderseal 20,756 1 sy 1 $ 6.46 $ 134,081 B11 8"Lime stabilized(8%),12"Compacted Subgrade 20,756 sy $ 18.99 $ 394,148 B13 lConcrete Median 11,675 sf $ 53.96 $ 629,983 D4 ISidewalk 7,783 sy $ 50.00 $ 389,167 Paving Construction Cost Subtotal: $ 1,972,288 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 78,892 V Prep ROW 4% $ 78,892 V Traffic Control Construction Phase Traffic Control 3% $ 59,169 V Pavement Markings/Markers 5% $ 98,614 V Roadway Drainage Standard Internal System 35% $ 690,301 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 98,614 V Sewer Minor Adjustments 5% $ 98,614 V Landscaping(Basic) Sodding and Erosion Control 2% $ 39,446 V Illumination Standard Ilumination System 6% $ 118,337 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,281,987 Paving and Allowance Subtotal: $ 3,254,275 Construction Contingency: 20% $ 650,855 Construction Cost TOTAL: $ 3,906,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,906,000 Bonds: 5% $ 195,300 Engineering/Survey/Testing: 15% $ 585,900 Mobilization 10% $ 390,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 585,900 Project Cost TOTAL:1 $ 5,664,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-G This project consists of the reconstruction of an existing Limits: 2350'S of Hearn rd to 4060'S of Hearn Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 1,742 Service Area(s): Northwest 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,034 cy $ 16.91 $ 135,862 B7 1"Type'B'HMAC 15,488 sy $ 11.70 $ 181,210 B8 JUnderseal 15,488 1 sy 1 $ 6.46 $ 100,052 B11 8"Lime stabilized(8%),12"Compacted Subgrade 15,488 sy $ 18.99 $ 294,117 B13 lConcrete Median 8,712 sf $ 53.96 $ 470,100 D4 ISidewalk 5,808 sy $ 50.00 $ 290,400 Paving Construction Cost Subtotal: $ 1,471,740 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 58,870 V Prep ROW 4% $ 58,870 V Traffic Control Construction Phase Traffic Control 3% $ 44,152 V Pavement Markings/Markers 5% $ 73,587 V Roadway Drainage Standard Internal System 35% $ 515,109 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 73,587 V Sewer Minor Adjustments 5% $ 73,587 V Landscaping(Basic) Sodding and Erosion Control 2% $ 29,435 V Illumination Standard Ilumination System 6% $ 88,304 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 956,631 Paving and Allowance Subtotal: $ 2,428,372 Construction Contingency: 20% $ 485,674 Construction Cost TOTAL: $ 2,915,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,915,000 Bonds: 5% $ 145,750 Engineering/Survey/Testing: 15% $ 437,250 Mobilization 10% $ 291,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 437,250 Project Cost TOTAL:1 $ 4,227,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-H This project consists of the reconstruction of an existing Limits: IH-37 to Up River Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 370 Service Area(s): Northwest 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 1,191 cy $ 16.91 $ 20,139 B7 1"Type'B'HMAC 2,259 sy $ 11.70 $ 26,426 B8 JUnderseal 2,259 1 sy 1 $ 6.46 $ 14,591 B11 8"Lime stabilized(8%),12"Compacted Subgrade 2,259 sy $ 18.99 $ 42,892 B13 lConcrete Median 1,478 sf $ 53.96 $ 79,774 D4 ISidewalk 1,232 sy $ 50.00 $ 61,600 Paving Construction Cost Subtotal: $ 245,423 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 9,817 V Prep ROW 4% $ 9,817 V Traffic Control Construction Phase Traffic Control 3% $ 7,363 V Pavement Markings/Markers 5% $ 12,271 V Roadway Drainage Standard Internal System 35% $ 85,898 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 12,271 V Sewer Minor Adjustments 5% $ 12,271 V Landscaping(Basic) Sodding and Erosion Control 2% $ 4,908 V Illumination Standard Ilumination System 6% $ 14,725 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 159,525 Paving and Allowance Subtotal: $ 404,947 Construction Contingency: 20% $ 80,989 Construction Cost TOTAL: $ 486,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 486,000 Bonds: 5% $ 24,300 Engineering/Survey/Testing: 15% $ 72,900 Mobilization 10% $ 48,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 72,900 Project Cost TOTAL:1 $ 705,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-1 This project consists of the reconstruction of an existing Limits: Up River Rd to Creek View Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 950 Service Area(s): Northwest 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,062 cy $ 16.91 $ 51,785 B7 1"Type'B'HMAC 5,808 sy $ 11.70 $ 67,954 B8 JUnderseal 5,808 1 sy 1 $ 6.46 $ 37,520 B11 8"Lime stabilized(8%),12"Compacted Subgrade 5,808 sy $ 18.99 $ 110,294 B13 lConcrete Median 3,802 sf $ 53.96 $ 205,134 D4 ISidewalk 3,168 sy $ 50.00 $ 158,400 Paving Construction Cost Subtotal: $ 631,087 Major Construction Component Allowances: - Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 25,243 V Prep ROW 4% $ 25,243 V Traffic Control Construction Phase Traffic Control 3% $ 18,933 V Pavement Markings/Markers 5% $ 31,554 V Roadway Drainage Standard Internal System 35% $ 220,880 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 31,554 V Sewer Minor Adjustments 5% $ 31,554 V Landscaping(Basic) Sodding and Erosion Control 2% $ 12,622 V Illumination Standard Ilumination System 6% $ 37,865 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 410,206 Paving and Allowance Subtotal: $ 1,041,293 Construction Contingency: 20% $ 208,259 Construction Cost TOTAL: $ 1,250,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,250,000 Bonds: 5% $ 62,500 Engineering/Survey/Testing: 15% $ 187,500 Mobilization 10% $ 125,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 187,500 Project Cost TOTAL:1 $ 1,813,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-J This project consists of the reconstruction of an existing Limits: Creek View Dr to Leopard St roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,584 Service Area(s): Northwest 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,104 cy $ 16.91 $ 86,309 B7 1"Type'B'HMAC 9,680 sy $ 11.70 $ 113,256 B8 Underseal 9,680 sy $ 6.46 $ 62,533 B11 8"Lime stabilized(8%),12"Compacted Subgrade 9,680 sy $ 18.99 $ 183,823 B13 lConcrete Median 6,336 sf $ 53.96 $ 341,891 D4 ISidewalk 5,280 sy $ 50.00 $ 264,000 Paving Construction Cost Subtotal: $ 1,051,811 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 42,072 V Prep ROW 4% $ 42,072 V Traffic Control Construction Phase Traffic Control 3% $ 31,554 V Pavement Markings/Markers 5% $ 52,591 V Roadway Drainage Standard Internal System 35% $ 368,134 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 52,591 V Sewer Minor Adjustments 5% $ 52,591 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,036 V Illumination Standard Ilumination System 6% $ 63,109 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 683,677 Paving and Allowance Subtotal: $ 1,735,488 Construction Contingency: 20% $ 347,098 Construction Cost TOTAL: $ 2,083,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,083,000 Bonds: 5% $ 104,150 Engineering/Survey/Testing: 15% $ 312,450 Mobilization 10% $ 208,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 312,450 Project Cost TOTAL:1 $ 3,020,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-K This project consists of the reconstruction of an existing Limits: Leopard St to Frontier Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,795 Service Area(s): Northwest 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 5,785 cy $ 16.91 $ 97,816 B7 1"Type'B'HMAC 10,971 sy $ 11.70 $ 128,357 B8 JUnderseal 10,971 1 sy 1 $ 6.46 $ 70,871 B11 8"Lime stabilized(8%),12"Compacted Subgrade 10,971 sy 1 $ 18.99 $ 208,333 B13 lConcrete Median 7,181 sf $ 53.96 $ 387,476 D4 ISidewalk 5,984 sy $ 50.00 $ 299,200 Paving Construction Cost Subtotal: $ 1,192,053 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 47,672- V Prep ROW 4% $ 47,682 V Traffic Control Construction Phase Traffic Control 3% $ 35,762 V Pavement Markings/Markers 5% $ 59,603 V Roadway Drainage Standard Internal System 35% $ 417,218 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 59,603 V Sewer Minor Adjustments 5% $ 59,603 V Landscaping(Basic) Sodding and Erosion Control 2% $ 23,841 V Illumination Standard Ilumination System 6% $ 71,523 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 774,834 Paving and Allowance Subtotal: $ 1,966,887 Construction Contingency: 20% $ 393,377 Construction Cost TOTAL: $ 2,361,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,361,000 Bonds: 5% $ 118,050 Engineering/Survey/Testing: 15% $ 354,150 Mobilization 10% $ 236,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 354,150 Project Cost TOTAL:1 $ 3,423,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-L This project consists of the reconstruction of an existing Limits: Frontier Dr to Haven Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,218 Service Area(s): Northwest 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,146 cy $ 16.91 $ 120,832 B7 1"Type'B'HMAC 13,552 sy $ 11.70 $ 158,558 B8 JUnderseal 13,552 1 sy 1 $ 6.46 $ 87,546 B11 8"Lime stabilized(8%),12"Compacted Subgrade 13,552 sy $ 18.99 $ 257,352 B13 lConcrete Median 8,870 sf $ 53.96 $ 478,647 D4 ISidewalk 7,392 sy $ 50.00 $ 369,600 Paving Construction Cost Subtotal: $ 1,472,536 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 58,971- V Prep ROW 4% $ 58,901 V Traffic Control Construction Phase Traffic Control 3% $ 44,176 V Pavement Markings/Markers 5% $ 73,627 V Roadway Drainage Standard Internal System 35% $ 515,387 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 73,627 V Sewer Minor Adjustments 5% $ 73,627 V Landscaping(Basic) Sodding and Erosion Control 2% $ 29,451 V Illumination Standard Ilumination System 6% $ 88,352 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 957,148 Paving and Allowance Subtotal: $ 2,429,684 Construction Contingency: 20% $ 485,937 Construction Cost TOTAL: $ 2,916,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,916,000 Bonds: 5% $ 145,800 Engineering/Survey/Testing: 15% $ 437,400 Mobilization 10% $ 291,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 437,400 Project Cost TOTAL:1 $ 4,228,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-M This project consists of the reconstruction of an existing Limits: Haven Dr to PR E-W Segment 1 roadway. Costing Class: Primary Arterial(A3) Length(If): 2,640 Service Area(s): Northwest 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,173 cy $ 16.91 $ 205,851 B7 1"Type'B'HMAC 23,467 sy $ 11.70 $ 274,560 B8 Underseal 23,467 sy $ 6.46 $ 151,595 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,467 sy $ 18.99 $ 445,632 B13 lConcrete Median 13,200 sf $ 53.96 $ 712,272 D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 2,229,910 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 89,196 V Prep ROW 4% $ 89,196 V Traffic Control Construction Phase Traffic Control 3% $ 66,897 V Pavement Markings/Markers 5% $ 111,495 V Roadway Drainage Standard Internal System 35% $ 780,468 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 111,495 V Sewer Minor Adjustments 5% $ 111,495 V Landscaping(Basic) Sodding and Erosion Control 2% $ 44,598 V Illumination Standard Ilumination System 6% $ 133,795 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,849,441 Paving and Allowance Subtotal: $ 4,079,351 Construction Contingency: 20% $ 815,870 Construction Cost TOTAL: $ 4,896,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,896,000 Bonds: 5% $ 244,800 Engineering/Survey/Testing: 15% $ 734,400 Mobilization 10% $ 489,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 734,400 Project Cost TOTAL:1 $ 7,099,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-N This project consists of the reconstruction of an existing Limits: PR E-W Segment 1 to PR E-W Segment 2 roadway. Costing Class: Primary Arterial(A3) Length(If): 2,640 Service Area(s): Northwest 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,173 cy $ 16.91 $ 205,851 B7 1"Type'B'HMAC 23,467 sy $ 11.70 $ 274,560 B8 Underseal 23,467 sy $ 6.46 $ 151,595 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,467 sy $ 18.99 $ 445,632 B13 lConcrete Median 13,200 sf $ 53.96 $ 712,272 D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 2,229,910 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 89,196 V Prep ROW 4% $ 89,196 V Traffic Control Construction Phase Traffic Control 3% $ 66,897 V Pavement Markings/Markers 5% $ 111,495 V Roadway Drainage Standard Internal System 35% $ 780,468 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 111,495 V Sewer Minor Adjustments 5% $ 111,495 V Landscaping(Basic) Sodding and Erosion Control 2% $ 44,598 V Illumination Standard Ilumination System 6% $ 133,795 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,849,441 Paving and Allowance Subtotal: $ 4,079,351 Construction Contingency: 20% $ 815,870 Construction Cost TOTAL: $ 4,896,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,896,000 Bonds: 5% $ 244,800 Engineering/Survey/Testing: 15% $ 734,400 Mobilization 10% $ 489,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 734,400 Project Cost TOTAL:1 $ 7,099,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- • Project Number: 2-0 This project consists of the reconstruction of an existing Limits: PR E-W Segment 2 to City Limits roadway. Costing Class: Primary Arterial(A3) Length(If): 2,904 Service Area(s): Northwest 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 13,391 cy $ 16.91 $ 226,436 B7 1"Type'B'HMAC 25,813 sy $ 11.70 $ 302,016 B8 JUnderseal 25,813 1 sy 1 $ 6.46 $ 166,754 B11 8"Lime stabilized(8%),12"Compacted Subgrade 25,813 sy $ 18.99 $ 490,195 B13 lConcrete Median 14,520 sf $ 53.96 $ 783,499 D4 ISidewalk 9,680 sy $ 50.00 $ 484,000 Paving Construction Cost Subtotal: $ 2,452,901 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 98,116 V Prep ROW 4% $ 98,116 V Traffic Control Construction Phase Traffic Control 3% $ 73,587 V Pavement Markings/Markers 5% $ 122,645 V Roadway Drainage Standard Internal System 35% $ 858,515 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 122,645 V Sewer Minor Adjustments 5% $ 122,645 V Landscaping(Basic) Sodding and Erosion Control 2% $ 49,058 V Illumination Standard Ilumination System 6% $ 147,174 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,994,385 Paving and Allowance Subtotal: $ 4,447,286 Construction Contingency: 20% $ 889,457 Construction Cost TOTAL: $ 5,337,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,337,000 Bonds: 5% $ 266,850 Engineering/Survey/Testing: 15% $ 800,550 Mobilization 10% $ 533,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 800,550 Project Cost TOTAL:1 $ 7,739,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 2-P Project Number: 2-P This project consists of the construction of a completely new Limits: Violet Rd to Widgeon Dr(N-S PR Segment) roadway. Costing Class: Collector(Cl) Length(If): 2,270 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,550 cy $ 16.91 $ 93,848 B6 1"Type'D'HMAC 10,343 sy $ 13.78 $ 142,526 B8 IUnderseal I 10,343 I sy I $ 6.46 I $ 66,815 B1212"Compacted Subgrade 10,847 sy $ 5.65 $ 61,288 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,568 sy $ 50.00 $ 378,400 Paving Construction Cost Subtotal: $ 742,877 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 29,715 V Prep ROW 4% $ 29,715 V Traffic Control Construction Phase Traffic Control 3% $ 22,286 V Pavement Markings/Markers 5% $ 37,144 V Roadway Drainage Standard Internal System 35% $ 260,007 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 37,144 V Sewer Minor Adjustments 5% $ 37,144 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,858 V Illumination Standard Ilumination System 6% $ 44,573 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 482,870 Paving and Allowance Subtotal: $ 1,225,748 Construction Contingency: 20% $ 245,150 Construction Cost TOTAL: $ 1,471,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,471,000 Bonds: 5% $ 73,550 Engineering/Survey/Testing: 15% $ 220,650 Mobilization 10% $ 147,100 ROW/Easement Acquisition: IFALSE 1 15% $ 220,650 Project Cost TOTAL: $ 2,133,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Info—rmatio'n""' Description: Project No. 2-Q Project Number: 2-Q This project consists of the construction of a completely new Limits: Widgeon Dr(N-S PR Segment)to New PR Segment roadway. Costing Class: Collector(Cl) Length(If): 2,323 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,679 cy $ 16.91 $ 96,031 B6 1"Type'D'HMAC 10,583 sy $ 13.78 $ 145,840 B8 IUnderseal I 10,583 I sy I $ 6.46 I $ 68,369 B1212"Compacted Subgrade 11,100 sy $ 5.65 $ 62,713 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,744 sy $ 50.00 $ 387,200 Paving Construction Cost Subtotal: $ 760,154 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 30,406 V Prep ROW 4% $ 30,406 V Traffic Control Construction Phase Traffic Control 3% $ 22,805 V Pavement Markings/Markers 5% $ 38,008 V Roadway Drainage Standard Internal System 35% $ 266,054 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 38,008 V Sewer Minor Adjustments 5% $ 38,008 V Landscaping(Basic) Sodding and Erosion Control 2% $ 15,203 V Illumination Standard Ilumination System 6% $ 45,609 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 494,100 Paving and Allowance Subtotal: $ 1,254,253 Construction Contingency: 20% $ 250,851 Construction Cost TOTAL: $ 1,506,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,506,000 Bonds: 5% $ 75,300 Engineering/Survey/Testing: 15% $ 225,900 Mobilization 10% $ 150,600 ROW/Easement Acquisition: IFALSE 1 15% $ 225,900 Project Cost TOTAL: $ 2,184,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-rV , Description: Project No. 2-R Project Number: 2-11 This project consists of the construction of a completely new Limits: New PR Segment to Warrior(PR N-S Segment) roadway. Costing Class: Collector(Cl) Length(If): 1,795 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,388 cy $ 16.91 $ 74,206 B6 1"Type'D'HMAC 8,178 sy $ 13.78 $ 112,695 B8 IUnderseal I 8,178 I sy I $ 6.46 I $ 52,831 B1212"Compacted Subgrade 8,577 sy $ 5.65 $ 48,460 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,984 sy $ 50.00 $ 299,200 Paving Construction Cost Subtotal: $ 587,391 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 23,496 V Prep ROW 4% $ 23,496 V Traffic Control Construction Phase Traffic Control 3% $ 17,622 V Pavement Markings/Markers 5% $ 29,370 V Roadway Drainage Standard Internal System 35% $ 205,587 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 29,370 V Sewer Minor Adjustments 5% $ 29,370 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,748 V Illumination Standard Ilumination System 6% $ 35,243 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 381,804 Paving and Allowance Subtotal: $ 969,196 Construction Contingency: 20% $ 193,839 Construction Cost TOTAL: $ 1,164,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,164,000 Bonds: 5% $ 58,200 Engineering/Survey/Testing: 15% $ 174,600 Mobilization 10% $ 116,400 ROW/Easement Acquisition: IFALSE 1 15% $ 174,600 Project Cost TOTAL: $ 1,688,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 2-S Project Number: 2-S This project consists of the construction of a completely new Limits: Warrior(PR N-S Segment)to McKinzie Rd roadway. Costing Class: Collector(Cl) Length(If): 3,168 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,744 cy $ 16.91 $ 130,951 B6 1"Type'D'HMAC 14,432 sy $ 13.78 $ 198,873 B8 IUnderseal I 14,432 I sy I $ 6.46 I $ 93,231 B1212"Compacted Subgrade 15,136 sy $ 5.65 $ 85,518 B13.X No Median 0 sf $ $ D4 (Sidewalk I 10,560 sy $ 50.00 $ 528,000 Paving Construction Cost Subtotal: $ 1,036,573 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 41,463 V Prep ROW 4% $ 41,463 V Traffic Control Construction Phase Traffic Control 3% $ 31,097 V Pavement Markings/Markers 5% $ 51,829 V Roadway Drainage Standard Internal System 35% $ 362,801 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 51,829 V Sewer Minor Adjustments 5% $ 51,829 V Landscaping(Basic) Sodding and Erosion Control 2% $ 20,731 V Illumination Standard Ilumination System 6% $ 62,194 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,073,773 Paving and Allowance Subtotal: $ 2,110,346 Construction Contingency: 20% $ 422,069 Construction Cost TOTAL: $ 2,533,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,533,000 Bonds: 5% $ 126,650 Engineering/Survey/Testing: 15% $ 379,950 Mobilization 10% $ 253,300 ROW/Easement Acquisition: IFALSE 1 15% $ 379,950 Project Cost TOTAL: $ 3,673,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Inro—rmatfo—rV ..... Description: Project No. 2-T Project Number: 2-T This project consists of the construction of a completely new Limits: City Limits to New PR Segment roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,901 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,125 cy $ 16.91 $ 103,570 B7 1"Type'B'HMAC 11,616 sy $ 11.70 $ 135,907 B8 IUnderseal I 11,616 I sy I $ 6.46 I $ 75,039 B11 8"Lime stabilized(8%),12"Compacted Subgrade 11,616 sy $ 18.99 $ 220,588 B13 lConcrete Median 7,603 sf $ 53.96 $ 410,269 D4 ISidewalk I 6,336 sy $ 50.00 $ 316,800 I I I I Paving Construction Cost Subtotal: $ 1,262,173 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 50,487 V Prep ROW 4% $ 50,487 V Traffic Control Construction Phase Traffic Control 3% $ 37,865 V Pavement Markings/Markers 5% $ 63,109 V Roadway Drainage Standard Internal System 35% $ 441,761 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 63,109 V Sewer Minor Adjustments 5% $ 63,109 V Landscaping(Basic) Sodding and Erosion Control 2% $ 25,243 V Illumination Standard Ilumination System 6% $ 75,730 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 820,413 Paving and Allowance Subtotal: $ 2,082,586 Construction Contingency: 20% $ 416,517 Construction Cost TOTAL: $ 2,500,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,500,000 Bonds: 5% $ 125,000 Engineering/Survey/Testing: 15% $ 375,000 Mobilization 10% $ 250,000 ROW/Easement Acquisition: IFALSE 1 15% $ 375,000 Project Cost TOTAL: $ 3,625,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 2-U This project consists of the construction of a completely new Limits: New PR Segment to Warrior(PR N-S Segment) roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,795 Service Area(s): Northwest 2 Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,785 cy $ 16.91 $ 97,816 B7 1"Type'B'HMAC 10,971 sy $ 11.70 $ 128,357 B8 IUnderseal I 10,971 I sy I $ 6.46 I $ 70,871 B11 8"Lime stabilized(8%),12"Compacted Subgrade 10,971 sy $ 18.99 $ 208,333 B13 lConcrete Median 7,181 sf $ 53.96 $ 387,476 D4 ISidewalk I 5,984 sy $ 50.00 $ 299,200 I I I I Paving Construction Cost Subtotal: $ 1,192,053 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 47,682 V Prep ROW 4% $ 47,682 V Traffic Control Construction Phase Traffic Control 3% $ 35,762 V Pavement Markings/Markers 5% $ 59,603 V Roadway Drainage Standard Internal System 35% $ 417,218 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 59,603 V Sewer Minor Adjustments 5% $ 59,603 V Landscaping(Basic) Sodding and Erosion Control 2% $ 23,841 V Illumination Standard Ilumination System 6% $ 71,523 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 774,834 Paving and Allowance Subtotal: $ 1,966,887 Construction Contingency: 20% $ 393,377 Construction Cost TOTAL: $ 2,361,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,361,000 Bonds: 5% $ 118,050 Engineering/Survey/Testing: 15% $ 354,150 Mobilization 10% $ 236,100 ROW/Easement Acquisition: IFALSE 1 15% $ 354,150 Project Cost TOTAL: $ 3,423,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 2-V Project Number: 2-V This project consists of the construction of a completely new Limits: Warrior(PR N-S Segment)to McKinzie Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,696 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 11,909 cy $ 16.91 $ 201,387 B7 1"Type'B'HMAC 22,587 sy $ 11.70 $ 264,264 B8 IUnderseal I 22,587 I sy I $ 6.46 I $ 145,910 B11 8"Lime stabilized(8%),12"Compacted Subgrade 22,587 sy $ 18.99 $ 428,921 B13 lConcrete Median 14,784 sf $ 53.96 $ 797,745 D4 ISidewalk I 12,320 sy $ 50.00 $ 616,000 I I I I Paving Construction Cost Subtotal: $ 2,454,226 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 98,169 V Prep ROW 4% $ 98,169 V Traffic Control Construction Phase Traffic Control 3% $ 73,627 V Pavement Markings/Markers 5% $ 122,711 V Roadway Drainage Standard Internal System 35% $ 858,979 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 122,711 V Sewer Minor Adjustments 5% $ 122,711 V Landscaping(Basic) Sodding and Erosion Control 2% $ 49,085 V Illumination Standard Ilumination System 6% $ 147,254 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,995,247 Paving and Allowance Subtotal: $ 4,449,473 Construction Contingency: 20% $ 889,895 Construction Cost TOTAL: $ 5,340,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,340,000 Bonds: 5% $ 267,000 Engineering/Survey/Testing: 15% $ 801,000 Mobilization 10% $ 534,000 ROW/Easement Acquisition: IFALSE 1 15% $ 801,000 Project Cost TOTAL: $ 7,743,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-n- ' Description: Project No. 2-W Project Number: 2-W This project consists of the construction of a completely new Limits: Yellow Oak Ave(Constructed Section)to Starlite Ln(PR roadway. Costing Class: Collector(Cl) Length(If): 158 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 387 cy $ 16.91 $ 6,548 B6 1"Type'D'HMAC 722 sy $ 13.78 $ 9,944 B8 IUnderseal I 722 I sy I $ 6.46 I $ 4,662 B1212"Compacted Subgrade 757 sy $ 5.65 $ 4,276 B13.X No Median 0 sf $ $ D4 (Sidewalk I 528 sy $ 50.00 $ 26,400 Paving Construction Cost Subtotal: $ 51,829 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 2,073 V Prep ROW 4% $ 2,073 V Traffic Control Construction Phase Traffic Control 3% $ 1,555 V Pavement Markings/Markers 5% $ 2,591 V Roadway Drainage Standard Internal System 35% $ 18,140 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 2,591 V Sewer Minor Adjustments 5% $ 2,591 V Landscaping(Basic) Sodding and Erosion Control 2% $ 1,037 V Illumination Standard Ilumination System 6% $ 3,110 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 33,689 Paving and Allowance Subtotal: $ 85,517 Construction Contingency: 20% $ 17,103 Construction Cost TOTAL: $ 103,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 103,000 Bonds: 5% $ 5,150 Engineering/Survey/Testing: 15% $ 15,450 Mobilization 10% $ 10,300 ROW/Easement Acquisition: IFALSE 1 15% $ 15,450 Project Cost TOTAL: $ 149,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 2-X Project Number: 2-X This project consists of the construction of a completely new Limits: Starlite Ln(PR E-W Segment)to City Limits roadway. Costing Class: Collector(Cl) Length(If): 1,637 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,001 cy $ 16.91 $ 67,658 B6 1"Type'D'HMAC 7,457 sy $ 13.78 $ 102,751 B8 IUnderseal I 7,457 I sy I $ 6.46 I $ 48,169 B1212"Compacted Subgrade 7,820 sy $ 5.65 $ 44,185 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,456 sy $ 50.00 $ 272,800 Paving Construction Cost Subtotal: $ 535,563 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 21,423 V Prep ROW 4% $ 21,423 V Traffic Control Construction Phase Traffic Control 3% $ 16,067 V Pavement Markings/Markers 5% $ 26,778 V Roadway Drainage Standard Internal System 35% $ 187,447 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 26,778 V Sewer Minor Adjustments 5% $ 26,778 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,711 V Illumination Standard Ilumination System 6% $ 32,134 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 348,116 Paving and Allowance Subtotal: $ 883,679 Construction Contingency: 20% $ 176,736 Construction Cost TOTAL: $ 1,061,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,061,000 Bonds: 5% $ 53,050 Engineering/Survey/Testing: 15% $ 159,150 Mobilization 10% $ 106,100 ROW/Easement Acquisition: IFALSE 1 15% $ 159,150 Project Cost TOTAL: $ 1,538,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 2-Y Project Number: 2-Y This project consists of the construction of a completely new Limits: Starlite Ln(PR E-W Segment)to PR E-W Segment 3 roadway. Costing Class: Collector(Cl) Length(If): 1,637 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,001 cy $ 16.91 $ 67,658 B6 1"Type'D'HMAC 7,457 sy $ 13.78 $ 102,751 B8 IUnderseal I 7,457 I sy I $ 6.46 I $ 48,169 B1212"Compacted Subgrade 7,820 sy $ 5.65 $ 44,185 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,456 sy $ 50.00 $ 272,800 Paving Construction Cost Subtotal: $ 535,563 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 21,423 V Prep ROW 4% $ 21,423 V Traffic Control Construction Phase Traffic Control 3% $ 16,067 V Pavement Markings/Markers 5% $ 26,778 V Roadway Drainage Standard Internal System 35% $ 187,447 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 26,778 V Sewer Minor Adjustments 5% $ 26,778 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,711 V Illumination Standard Ilumination System 6% $ 32,134 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 348,116 Paving and Allowance Subtotal: $ 883,679 Construction Contingency: 20% $ 176,736 Construction Cost TOTAL: $ 1,061,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,061,000 Bonds: 5% $ 53,050 Engineering/Survey/Testing: 15% $ 159,150 Mobilization 10% $ 106,100 ROW/Easement Acquisition: IFALSE 1 15% $ 159,150 Project Cost TOTAL: $ 1,538,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 2-Z Project Number: 2-Z This project consists of the construction of a completely new Limits: PR E-W Segment 3 to City Limits roadway. Costing Class: Collector(Cl) Length(If): 264 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 645 cy $ 16.91 $ 10,913 B6 1"Type'D'HMAC 1,203 sy $ 13.78 $ 16,573 B8 IUnderseal I 1,203 I sy I $ 6.46 I $ 7,769 B1212"Compacted Subgrade 1,261 sy $ 5.65 $ 7,127 B13.X No Median 0 sf $ $ D4 (Sidewalk I 880 sy $ 50.00 $ 44,000 Paving Construction Cost Subtotal: $ 86,381 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 3,455 V Prep ROW 4% $ 3,455 V Traffic Control Construction Phase Traffic Control 3% $ 2,591 V Pavement Markings/Markers 5% $ 4,319 V Roadway Drainage Standard Internal System 35% $ 30,233 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 4,319 V Sewer Minor Adjustments 5% $ 4,319 V Landscaping(Basic) Sodding and Erosion Control 2% $ 1,728 V Illumination Standard Ilumination System 6% $ 5,183 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 56,148 Paving and Allowance Subtotal: $ 142,529 Construction Contingency: 20% $ 28,506 Construction Cost TOTAL: $ 172,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 172,000 Bonds: 5% $ 8,600 Engineering/Survey/Testing: 15% $ 25,800 Mobilization 10% $ 17,200 ROW/Easement Acquisition: IFALSE 1 15% $ 25,800 Project Cost TOTAL: $ 249,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-n- ' Description: Project No. 2-AA Project Number: 2-AA This project consists of the construction of a completely new Limits: Widgeon Dr(Constructed Segment)to PR E-W Segmen roadway. Costing Class: Collector(Cl) Length(If): 264 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 645 cy $ 16.91 $ 10,913 B6 1"Type'D'HMAC 1,203 sy $ 13.78 $ 16,573 B8 IUnderseal I 1,203 I sy I $ 6.46 I $ 7,769 B1212"Compacted Subgrade 1,261 sy $ 5.65 $ 7,127 B13.X No Median 0 sf $ $ D4 (Sidewalk I 880 sy $ 50.00 $ 44,000 Paving Construction Cost Subtotal: $ 86,381 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 3,455 V Prep ROW 4% $ 3,455 V Traffic Control Construction Phase Traffic Control 3% $ 2,591 V Pavement Markings/Markers 5% $ 4,319 V Roadway Drainage Standard Internal System 35% $ 30,233 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 4,319 V Sewer Minor Adjustments 5% $ 4,319 V Landscaping(Basic) Sodding and Erosion Control 2% $ 1,728 V Illumination Standard Ilumination System 6% $ 5,183 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 56,148 Paving and Allowance Subtotal: $ 142,529 Construction Contingency: 20% $ 28,506 Construction Cost TOTAL: $ 172,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 172,000 Bonds: 5% $ 8,600 Engineering/Survey/Testing: 15% $ 25,800 Mobilization 10% $ 17,200 ROW/Easement Acquisition: IFALSE 1 15% $ 25,800 Project Cost TOTAL: $ 249,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 2-AB Project Number: 2-AB This project consists of the construction of a completely new Limits: PR E-W Segment 1 to City Limits roadway. Costing Class: Collector(Cl) Length(If): 1,426 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,485 cy $ 16.91 $ 58,928 B6 1"Type'D'HMAC 6,494 sy $ 13.78 $ 89,493 B8 IUnderseal I 6,494 I sy I $ 6.46 I $ 41,954 B1212"Compacted Subgrade 6,811 sy $ 5.65 $ 38,483 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,752 sy $ 50.00 $ 237,600 Paving Construction Cost Subtotal: $ 466,458 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 18,658 V Prep ROW 4% $ 18,658 V Traffic Control Construction Phase Traffic Control 3% $ 13,994 V Pavement Markings/Markers 5% $ 23,323 V Roadway Drainage Standard Internal System 35% $ 163,260 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 23,323 V Sewer Minor Adjustments 5% $ 23,323 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,329 V Illumination Standard Ilumination System 6% $ 27,987 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 303,198 Paving and Allowance Subtotal: $ 769,656 Construction Contingency: 20% $ 153,931 Construction Cost TOTAL: $ 924,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 924,000 Bonds: 5% $ 46,200 Engineering/Survey/Testing: 15% $ 138,600 Mobilization 10% $ 92,400 ROW/Easement Acquisition: IFALSE 1 15% $ 138,600 Project Cost TOTAL: $ 1,340,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 2-AC Project Number: 2-AC This project consists of the construction of a completely new Limits: Sunny Dr(Constructed Segment)to Haven Dr roadway. Costing Class: Collector(Cl) Length(If): 2,640 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,453 cy $ 16.91 $ 109,126 B6 1"Type'D'HMAC 12,027 sy $ 13.78 $ 165,727 B8 IUnderseal I 12,027 I sy I $ 6.46 I $ 77,692 B1212"Compacted Subgrade 12,613 sy $ 5.65 $ 71,265 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 863,811 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 34,552 V Prep ROW 4% $ 34,552 V Traffic Control Construction Phase Traffic Control 3% $ 25,914 V Pavement Markings/Markers 5% $ 43,191 V Roadway Drainage Standard Internal System 35% $ 302,334 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 43,191 V Sewer Minor Adjustments 5% $ 43,191 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,276 V Illumination Standard Ilumination System 6% $ 51,829 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 961,477 Paving and Allowance Subtotal: $ 1,825,288 Construction Contingency: 20% $ 365,058 Construction Cost TOTAL: $ 2,191,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,191,000 Bonds: 5% $ 109,550 Engineering/Survey/Testing: 15% $ 328,650 Mobilization 10% $ 219,100 ROW/Easement Acquisition: IFALSE 1 15% $ 328,650 Project Cost TOTAL: $ 3,177,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 2-AE Project Number: 2-AE This project consists of the construction of a completely new Limits: PR E-W Segment 1 to PR E-W Segment 2 roadway. Costing Class: Collector(Cl) Length(If): 1,742 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,259 cy $ 16.91 $ 72,023 B6 1"Type'D'HMAC 7,938 sy $ 13.78 $ 109,380 B8 IUnderseal I 7,938 I sy I $ 6.46 I $ 51,277 B1212"Compacted Subgrade 8,325 sy $ 5.65 $ 47,035 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,808 sy $ 50.00 $ 290,400 Paving Construction Cost Subtotal: $ 570,115 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 22,805 V Prep ROW 4% $ 22,805 V Traffic Control Construction Phase Traffic Control 3% $ 17,103 V Pavement Markings/Markers 5% $ 28,506 V Roadway Drainage Standard Internal System 35% $ 199,540 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 28,506 V Sewer Minor Adjustments 5% $ 28,506 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,402 V Illumination Standard Ilumination System 6% $ 34,207 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 370,575 Paving and Allowance Subtotal: $ 940,690 Construction Contingency: 20% $ 188,138 Construction Cost TOTAL: $ 1,129,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,129,000 Bonds: 5% $ 56,450 Engineering/Survey/Testing: 15% $ 169,350 Mobilization 10% $ 112,900 ROW/Easement Acquisition: IFALSE 1 15% $ 169,350 Project Cost TOTAL: $ 1,637,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Info_rmatfo_n "�,� Description: Project No. 2-AF Project Number: 2-AF This project consists of the construction of a completely new Limits: 100'E Dunstain St to Woodland Creek Dr roadway. Costing Class: Collector(Cl) Length(If): 1,690 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,130 cy $ 16.91 $ 69,841 B6 1"Type'D'HMAC 7,697 sy $ 13.78 $ 106,066 B8 IUnderseal I 7,697 I sy I $ 6.46 I $ 49,723 B1212"Compacted Subgrade 8,073 sy $ 5.65 $ 45,610 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,632 sy $ 50.00 $ 281,600 Paving Construction Cost Subtotal: $ 552,839 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 22,114 V Prep ROW 4% $ 22,114 V Traffic Control Construction Phase Traffic Control 3% $ 16,585 V Pavement Markings/Markers 5% $ 27,642 V Roadway Drainage Standard Internal System 35% $ 193,494 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 27,642 V Sewer Minor Adjustments 5% $ 27,642 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,057 V Illumination Standard Ilumination System 6% $ 33,170 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 359,345 Paving and Allowance Subtotal: $ 912,184 Construction Contingency: 20% $ 182,437 Construction Cost TOTAL: $ 1,095,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,095,000 Bonds: 5% $ 54,750 Engineering/Survey/Testing: 15% $ 164,250 Mobilization 10% $ 109,500 ROW/Easement Acquisition: IFALSE 1 15% $ 164,250 Project Cost TOTAL: $ 1,588,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- "�,j, Description: Project No. 2-AG Project Number: 2-AG This project consists of the construction of a completely new Limits: Callicoatte Rd to Yellow Oak Ave(PR N-S Segment) roadway. Costing Class: Collector(Cl) Length(If): 2,165 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,292 cy $ 16.91 $ 89,483 B6 1"Type'D'HMAC 9,862 sy $ 13.78 $ 135,897 B8 IUnderseal I 9,862 I sy I $ 6.46 I $ 63,708 B1212"Compacted Subgrade 10,343 sy $ 5.65 $ 58,438 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,216 sy $ 50.00 $ 360,800 Paving Construction Cost Subtotal: $ 708,325 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 28,333 V Prep ROW 4% $ 28,333 V Traffic Control Construction Phase Traffic Control 3% $ 21,250 V Pavement Markings/Markers 5% $ 35,416 V Roadway Drainage Standard Internal System 35% $ 247,914 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 35,416 V Sewer Minor Adjustments 5% $ 35,416 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,166 V Illumination Standard Ilumination System 6% $ 42,499 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 460,411 Paving and Allowance Subtotal: $ 1,168,736 Construction Contingency: 20% $ 233,747 Construction Cost TOTAL: $ 1,403,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,403,000 Bonds: 5% $ 70,150 Engineering/Survey/Testing: 15% $ 210,450 Mobilization 10% $ 140,300 ROW/Easement Acquisition: IFALSE 1 15% $ 210,450 Project Cost TOTAL: $ 2,034,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-n- ' Description: Project No. 2-AH Project Number: 2-AH This project consists of the construction of a completely new Limits: Yellow Oak Ave(PR N-S Segment)to Proposed N-S Segi roadway. Costing Class: Collector(Cl) Length(If): 2,482 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,066 cy $ 16.91 $ 102,578 B6 1"Type'D'HMAC 11,305 sy $ 13.78 $ 155,784 B8 IUnderseal I 11,305 I sy I $ 6.46 I $ 73,031 B1212"Compacted Subgrade 11,857 sy $ 5.65 $ 66,989 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,272 sy $ 50.00 $ 413,600 Paving Construction Cost Subtotal: $ 811,982 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 32,479 V Prep ROW 4% $ 32,479 V Traffic Control Construction Phase Traffic Control 3% $ 24,359 V Pavement Markings/Markers 5% $ 40,599 V Roadway Drainage Standard Internal System 35% $ 284,194 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 40,599 V Sewer Minor Adjustments 5% $ 40,599 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,240 V Illumination Standard Ilumination System 6% $ 48,719 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 527,788 Paving and Allowance Subtotal: $ 1,339,771 Construction Contingency: 20% $ 267,954 Construction Cost TOTAL: $ 1,608,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,608,000 Bonds: 5% $ 80,400 Engineering/Survey/Testing: 15% $ 241,200 Mobilization 10% $ 160,800 ROW/Easement Acquisition: IFALSE 1 15% $ 241,200 Project Cost TOTAL: $ 2,332,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 2-Al Project Number: 2-AI This project consists of the construction of a completely new Limits: Proposed N-S Segment to Violet Rd roadway. Costing Class: Collector(Cl) Length(If): 1,267 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,098 cy $ 16.91 $ 52,380 B6 1"Type'D'HMAC 5,773 sy $ 13.78 $ 79,549 B8 IUnderseal I 5,773 I sy I $ 6.46 I $ 37,292 B1212"Compacted Subgrade 6,054 sy $ 5.65 $ 34,207 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,224 sy $ 50.00 $ 211,200 Paving Construction Cost Subtotal: $ 414,629 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 16,585 V Prep ROW 4% $ 16,585 V Traffic Control Construction Phase Traffic Control 3% $ 12,439 V Pavement Markings/Markers 5% $ 20,731 V Roadway Drainage Standard Internal System 35% $ 145,120 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 20,731 V Sewer Minor Adjustments 5% $ 20,731 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,293 V Illumination Standard Ilumination System 6% $ 24,878 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 269,509 Paving and Allowance Subtotal: $ 684,138 Construction Contingency: 20% $ 136,828 Construction Cost TOTAL: $ 821,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 821,000 Bonds: 5% $ 41,050 Engineering/Survey/Testing: 15% $ 123,150 Mobilization 10% $ 82,100 ROW/Easement Acquisition: IFALSE 1 15% $ 123,150 Project Cost TOTAL: $ 1,190,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 2-AJ Project Number: 2-AJ This project consists of the construction of a completely new Limits: Haven Dr to PR E-W Segment 1 roadway. Costing Class: Collector(Cl) Length(If): 1,320 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,227 cy $ 16.91 $ 54,563 B6 1"Type'D'HMAC 6,013 sy $ 13.78 $ 82,864 B8 IUnderseal I 6,013 I sy I $ 6.46 I $ 38,846 B1212"Compacted Subgrade 6,307 sy $ 5.65 $ 35,633 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,400 sy $ 50.00 $ 220,000 Paving Construction Cost Subtotal: $ 431,905 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 17,276 V Prep ROW 4% $ 17,276 V Traffic Control Construction Phase Traffic Control 3% $ 12,957 V Pavement Markings/Markers 5% $ 21,595 V Roadway Drainage Standard Internal System 35% $ 151,167 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 21,595 V Sewer Minor Adjustments 5% $ 21,595 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,638 V Illumination Standard Ilumination System 6% $ 25,914 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 280,739 Paving and Allowance Subtotal: $ 712,644 Construction Contingency: 20% $ 142,529 Construction Cost TOTAL: $ 856,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 856,000 Bonds: 5% $ 42,800 Engineering/Survey/Testing: 15% $ 128,400 Mobilization 10% $ 85,600 ROW/Easement Acquisition: IFALSE 1 15% $ 128,400 Project Cost TOTAL: $ 1,241,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 2-AK Project Number: 2-AK This project consists of the construction of a completely new Limits: PR E-W Segment 1 to PR E-W Segment 2 roadway. Costing Class: Collector(Cl) Length(If): 1,901 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,646 cy $ 16.91 $ 78,571 B6 1"Type'D'HMAC 8,659 sy $ 13.78 $ 119,324 B8 IUnderseal I 8,659 I sy I $ 6.46 I $ 55,938 B1212"Compacted Subgrade 9,082 sy $ 5.65 $ 51,311 B13.X No Median 0 sf $ $ D4 (Sidewalk I 6,336 sy $ 50.00 $ 316,800 Paving Construction Cost Subtotal: $ 621,944 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 24,878 V Prep ROW 4% $ 24,878 V Traffic Control Construction Phase Traffic Control 3% $ 18,658 V Pavement Markings/Markers 5% $ 31,097 V Roadway Drainage Standard Internal System 35% $ 217,680 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 31,097 V Sewer Minor Adjustments 5% $ 31,097 V Landscaping(Basic) Sodding and Erosion Control 2% $ 12,439 V Illumination Standard Ilumination System 6% $ 37,317 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 404,264 Paving and Allowance Subtotal: $ 1,026,207 Construction Contingency: 20% $ 205,241 Construction Cost TOTAL: $ 1,232,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,232,000 Bonds: 5% $ 61,600 Engineering/Survey/Testing: 15% $ 184,800 Mobilization 10% $ 123,200 ROW/Easement Acquisition: IFALSE 1 15% $ 184,800 Project Cost TOTAL: $ 1,786,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Inro—rmat Description: Project No. 2-AL Project Number: 2-AL This project consists of the construction of a completely new Limits: Dunstain Rd to Sandy Hollow Creek Dr roadway. Costing Class: Collector(Cl) Length(If): 3,286 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 8,032 cy $ 16.91 $ 135,829 B6 1"Type'D'HMAC 14,970 sy $ 13.78 $ 206,280 B8 IUnderseal I 14,970 I sy I $ 6.46 I $ 96,703 B1212"Compacted Subgrade 15,700 sy $ 5.65 $ 88,704 B13.X No Median 0 sf $ $ D4 (Sidewalk I 10,953 sy $ 50.00 $ 547,667 Paving Construction Cost Subtotal: $ 1,075,183 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 43,007 V Prep ROW 4% $ 43,007 V Traffic Control Construction Phase Traffic Control 3% $ 32,255 V Pavement Markings/Markers 5% $ 53,759 V Roadway Drainage Standard Internal System 35% $ 376,314 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 53,759 V Sewer Minor Adjustments 5% $ 53,759 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,504 V Illumination Standard Ilumination System 6% $ 64,511 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,098,869 Paving and Allowance Subtotal: $ 2,174,052 Construction Contingency: 20% $ 434,810 Construction Cost TOTAL: $ 2,609,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,609,000 Bonds: 5% $ 130,450 Engineering/Survey/Testing: 15% $ 391,350 Mobilization 10% $ 260,900 ROW/Easement Acquisition: IFALSE 1 15% $ 391,350 Project Cost TOTAL: $ 3,783,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " ENGINEERS Rough Proportionality Study �n `= = / Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Information: Description: Project No. 2-AM Project Number: 2-AM This project consists of the construction of a completely new Limits: City Limits to Proposed N-S Segment roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,056 Service Area(s): Northwest 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,403 cy $ 16.91 $ 57,539 B7 1"Type'B'HMAC 6,453 sy $ 11.70 $ 75,504 B8 IUnderseal I 6,453 I sy I $ 6.46 I $ 41,689 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,453 sy $ 18.99 $ 122,549 B13 lConcrete Median 4,224 sf $ 53.96 $ 227,927 D4 ISidewalk I 3,520 sy $ 50.00 $ 176,000 I I I I Paving Construction Cost Subtotal: $ 701,207 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 28,048 V Prep ROW 4% $ 28,048 V Traffic Control Construction Phase Traffic Control 3% $ 21,036 V Pavement Markings/Markers 5% $ 35,060 V Roadway Drainage Standard Internal System 35% $ 245,423 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 35,060 V Sewer Minor Adjustments 5% $ 35,060 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,024 V Illumination Standard Ilumination System 6% $ 42,072 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 455,785 Paving and Allowance Subtotal: $ 1,156,992 Construction Contingency: 20% $ 231,398 Construction Cost TOTAL: $ 1,389,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,389,000 Bonds: 5% $ 69,450 Engineering/Survey/Testing: 15% $ 208,350 Mobilization 10% $ 138,900 ROW/Easement Acquisition: IFALSE 1 15% $ 208,350 Project Cost TOTAL: $ 2,014,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • •n. Description: Project Number: 2-AN This project consists of the construction of a completely new Limits: Proposed N-S Segment to Violet Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,848 Service Area(s): Northwest 2 Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,955 cy $ 16.91 $ 100,693 B7 1"Type'B'HMAC 11,293 sy $ 11.70 $ 132,132 B8 IUnderseal I 11,293 I sy I $ 6.46 I $ 72,955 B11 8"Lime stabilized(8%),12"Compacted Subgrade 11,293 sy $ 18.99 $ 214,460 B13 lConcrete Median 7,392 sf $ 53.96 $ 398,872 D4 ISidewalk I 6,160 sy $ 50.00 $ 308,000 I I I I Paving Construction Cost Subtotal: $ 1,227,113 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 49,085 V Prep ROW 4% $ 49,085 V Traffic Control Construction Phase Traffic Control 3% $ 36,813 V Pavement Markings/Markers 5% $ 61,356 V Roadway Drainage Standard Internal System 35% $ 429,490 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 61,356 V Sewer Minor Adjustments 5% $ 61,356 V Landscaping(Basic) Sodding and Erosion Control 2% $ 24,542 V Illumination Standard Ilumination System 6% $ 73,627 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 797,623 Paving and Allowance Subtotal: $ 2,024,737 Construction Contingency: 20% $ 404,947 Construction Cost TOTAL: $ 2,430,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,430,000 Bonds: 5% $ 121,500 Engineering/Survey/Testing: 15% $ 364,500 Mobilization 10% $ 243,000 ROW/Easement Acquisition: IFALSE 1 15% $ 364,500 Project Cost TOTAL: $ 3,524,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-A This project consists of the reconstruction of an existing Limits: Rand Morgan Rd to 1425'W of N Clarkwood Rd roadway. Costing Class: Primary Collector(0) Length(If): 2,510 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,530 cy $ 16.91 $ 127,332 B7 1"Type'B'HMAC 14,223 sy $ 11.70 $ 166,413 B8 JUnderseal 14,223 1 sy 1 $ 6.46 $ 91,883 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,223 sy $ 18.99 $ 270,101 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,367 sy $ 50.00 $ 418,333 Paving Construction Cost Subtotal: $ 1,074,062 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 42,962 V Prep ROW 4% $ 42,962 V Traffic Control Construction Phase Traffic Control 3% $ 32,222 V Pavement Markings/Markers 5% $ 53,703 V Roadway Drainage Standard Internal System 35% $ 375,922 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 53,703 V Sewer Minor Adjustments 5% $ 53,703 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,481 V Illumination Standard Ilumination System 6% $ 64,444 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 698,141 Paving and Allowance Subtotal: $ 1,772,203 Construction Contingency: 20% $ 354,441 Construction Cost TOTAL: $ 2,127,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,127,000 Bonds: 5% $ 106,350 Engineering/Survey/Testing: 15% $ 319,050 Mobilization 10% $ 212,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 319,050 Project Cost TOTAL:1 $ 3,084,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-13 This project consists of the reconstruction of an existing Limits: Up River Rd,140'N of IH 37 to IH 37 roadway. Costing Class: Primary Collector(0) Length(If): 140 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 420 cy $ 16.91 $ 7,102 B7 1"Type'B'HMAC 793 sy $ 11.70 $ 9,282 B8 JUnderseal 793 1 sy 1 $ 6.46 $ 5,125 B11 8"Lime stabilized(8%),12"Compacted Subgrade 793 sy $ 18.99 $ 15,065 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 467 sy $ 50.00 $ 23,333 Paving Construction Cost Subtotal: $ 59,908 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 2,396 V Prep ROW 4% $ 2,396 V Traffic Control Construction Phase Traffic Control 3% $ 1,797 V Pavement Markings/Markers 5% $ 2,995 V Roadway Drainage Standard Internal System 35% $ 20,968 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 2,995 V Sewer Minor Adjustments 5% $ 2,995 V Landscaping(Basic) Sodding and Erosion Control 2% $ 1,198 V Illumination Standard Ilumination System 6% $ 3,594 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 38,940 Paving and Allowance Subtotal: $ 98,848 Construction Contingency: 20% $ 19,770 Construction Cost TOTAL: $ 119,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 119,000 Bonds: 5% $ 5,950 Engineering/Survey/Testing: 15% $ 17,850 Mobilization 10% $ 11,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 17,850 Project Cost TOTAL:1 $ 173,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-C This project consists of the reconstruction of an existing Limits: IH 37 to Up River Rd,180'S of IH 37 roadway. Costing Class: Secondary Arterial(A2) Length(If): 180 Service Area(s): Northwest 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 580 cy $ 16.91 $ 9,808 B7 1"Type'B'HMAC 1,100 sy $ 11.70 $ 12,870 B8 JUnderseal 1,100 1 sy I $ 6.46 $ 7,106 B11 8"Lime stabilized(8%),12"Compacted Subgrade 1,100 1 sy 1 $ 18.99 $ 20,889 B13 lConcrete Median 720 1 sf $ 53.96 $ 38,851 D4 ISidewalk 600 sy $ 50.00 $ 30,000 Paving Construction Cost Subtotal: $ 119,524 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 4,771- V Prep ROW 4% $ 4,781 V Traffic Control Construction Phase Traffic Control 3% $ 3,586 V Pavement Markings/Markers 5% $ 5,976 V Roadway Drainage Standard Internal System 35% $ 41,833 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 5,976 V Sewer Minor Adjustments 5% $ 5,976 V Landscaping(Basic) Sodding and Erosion Control 2% $ 2,390 V Illumination Standard Ilumination System 6% $ 7,171 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 77,691 Paving and Allowance Subtotal: $ 197,215 Construction Contingency: 20% $ 39,443 Construction Cost TOTAL: $ 237,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 237,000 Bonds: 5% $ 11,850 Engineering/Survey/Testing: 15% $ 35,550 Mobilization 10% $ 23,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 35,550 Project Cost TOTAL:1 $ 344,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-D This project consists of the reconstruction of an existing Limits: Up River Rd,180'S of IH 37 to Leopard St roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,965 Service Area(s): Northwest 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,554 cy $ 16.91 $ 161,556 B7 1"Type'B'HMAC 18,119 sy $ 11.70 $ 211,998 B8 Underseal 18,119 sy $ 6.46 $ 117,052 B11 8"Lime stabilized(8%),12"Compacted Subgrade 18,119 sy $ 18.99 $ 344,088 B13 lConcrete Median 11,860 sf $ 53.96 $ 639,966 D4 ISidewalk 9,883 sy $ 50.00 $ 494,167 Paving Construction Cost Subtotal: $ 1,968,826 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 78,753 V Prep ROW 4% $ 78,753 V Traffic Control Construction Phase Traffic Control 3% $ 59,065 V Pavement Markings/Markers 5% $ 98,441 V Roadway Drainage Standard Internal System 35% $ 689,089 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 98,441 V Sewer Minor Adjustments 5% $ 98,441 V Landscaping(Basic) Sodding and Erosion Control 2% $ 39,377 V Illumination Standard Ilumination System 6% $ 118,130 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,679,737 Paving and Allowance Subtotal: $ 3,648,563 Construction Contingency: Q070 $ 729,713 Construction Cost TOT $ 4,379,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,379,000 Bonds: 5% $ 218,950 Engineering/Survey/Testing: 15% $ 656,850 Mobilization 10% $ 437,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 656,850 Project Cost TOTAL:1 $ 6,350,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-E This project consists of the reconstruction of an existing Limits: Leopard St to Oregon Trl roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,348 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,566 cy $ 16.91 $ 127,937 B7 1"Type'B'HMAC 14,349 sy $ 11.70 $ 167,882 B8 JUnderseal 14,349 1 sy 1 $ 6.46 $ 92,694 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,349 sy $ 18.99 $ 272,485 B13 lConcrete Median 9,392 sf $ 53.96 $ 506,792 D4 ISidewalk 7,827 sy $ 50.00 $ 391,333 Paving Construction Cost Subtotal: $ 1,559,124 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 62,365 V Prep ROW 4% $ 62,365 V Traffic Control Construction Phase Traffic Control 3% $ 46,774 V Pavement Markings/Markers 5% $ 77,956 V Roadway Drainage Standard Internal System 35% $ 545,693 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 77,956 V Sewer Minor Adjustments 5% $ 77,956 V Landscaping(Basic) Sodding and Erosion Control 2% $ 31,182 V Illumination Standard Ilumination System 6% $ 93,547 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,013,431 Paving and Allowance Subtotal: $ 2,572,555 Construction Contingency: 20% $ 514,511 Construction Cost TOTAL: $ 3,088,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,088,000 Bonds: 5% $ 154,400 Engineering/Survey/Testing: 15% $ 463,200 Mobilization 10% $ 308,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 463,200 Project Cost TOTAL:1 $ 4,478,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-F This project consists of the reconstruction of an existing Limits: Oregon Trl to 1540'S of McNorton Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,643 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 11,739 cy $ 16.91 $ 198,510 B7 1"Type'B'HMAC 22,264 sy $ 11.70 $ 260,489 B8 JUnderseal 22,264 1 sy 1 $ 6.46 $ 143,825 B11 8"Lime stabilized(8%),12"Compacted Subgrade 22,264 sy $ 18.99 $ 422,793 B13 lConcrete Median 14,573 sf $ 53.96 $ 786,348 D4 ISidewalk 12,144 sy $ 50.00 $ 607,200 Paving Construction Cost Subtotal: $ 2,419,166 Major Construction Component Allowances: - Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 96,767 V Prep ROW 4% $ 96,767 V Traffic Control Construction Phase Traffic Control 3% $ 72,575 V Pavement Markings/Markers 5% $ 120,958 V Roadway Drainage Standard Internal System 35% $ 846,708 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 120,958 V Sewer Minor Adjustments 5% $ 120,958 V Landscaping(Basic) Sodding and Erosion Control 2% $ 48,383 V Illumination Standard Ilumination System 6% $ 145,150 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,972,458 Paving and Allowance Subtotal: $ 4,391,624 Construction Contingency: 20% $ 878,325 Construction Cost TOTAL: $ 5,270,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,270,000 Bonds: 5% $ 263,500 Engineering/Survey/Testing: 15% $ 790,500 Mobilization 10% $ 527,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 790,500 Project Cost TOTAL:1 $ 7,642,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-G This project consists of the reconstruction of an existing Limits: 1540'S of McNorton Rd to 3565'S of McNorton Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,006 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,465 cy $ 16.91 $ 109,324 B7 1"Type'B'HMAC 12,261 sy $ 11.70 $ 143,458 B8 JUnderseal 12,261 1 sy 1 $ 6.46 $ 79,208 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,261 sy $ 18.99 $ 232,843 B13 lConcrete Median 8,026 sf $ 53.96 $ 433,061 D4 ISidewalk 6,688 sy $ 50.00 $ 334,400 Paving Construction Cost Subtotal: $ 1,332,294 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 53,272- V Prep ROW 4% $ 53,292 V Traffic Control Construction Phase Traffic Control 3% $ 39,969 V Pavement Markings/Markers 5% $ 66,615 V Roadway Drainage Standard Internal System 35% $ 466,303 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 66,615 V Sewer Minor Adjustments 5% $ 66,615 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,646 V Illumination Standard Ilumination System 6% $ 79,938 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 865,991 Paving and Allowance Subtotal: $ 2,198,285 Construction Contingency: 20% $ 439,657 Construction Cost TOTAL: $ 2,638,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,638,000 Bonds: 5% $ 131,900 Engineering/Survey/Testing: 15% $ 395,700 Mobilization 10% $ 263,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 395,700 Project Cost TOTAL:1 $ 3,825,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-H This project consists of the reconstruction of an existing Limits: 3565'S of McNorton Rd to 4785'S of McNorton Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,214 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,913 cy $ 16.91 $ 66,170 B7 1"Type'B'HMAC 7,421 sy $ 11.70 $ 86,830 B8 JUnderseal 7,421 1 sy 1 $ 6.46 $ 47,942 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,421 sy $ 18.99 $ 140,931 B13 lConcrete Median 4,858 sf $ 53.96 $ 262,116 D4 ISidewalk 4,048 sy $ 50.00 $ 202,400 Paving Construction Cost Subtotal: $ 806,389 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 32,256 V Prep ROW 4% $ 32,256 V Traffic Control Construction Phase Traffic Control 3% $ 24,192 V Pavement Markings/Markers 5% $ 40,319 V Roadway Drainage Standard Internal System 35% $ 282,236 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 40,319 V Sewer Minor Adjustments 5% $ 40,319 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,128 V Illumination Standard Ilumination System 6% $ 48,383 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 524,153 Paving and Allowance Subtotal: $ 1,330,541 Construction Contingency: 20% $ 266,108 Construction Cost TOTAL: $ 1,597,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,597,000 Bonds: 5% $ 79,850 Engineering/Survey/Testing: 15% $ 239,550 Mobilization 10% $ 159,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 239,550 Project Cost TOTAL:1 $ 2,316,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-1 This project consists of the reconstruction of an existing Limits: 4785'S of McNorton Rd to 2650'N of Agnes St roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,168 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,208 cy $ 16.91 $ 172,617 B7 1"Type'B'HMAC 19,360 sy $ 11.70 $ 226,512 B8 JUnderseal 19,360 1 sy 1 $ 6.46 $ 125,066 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,360 sy $ 18.99 $ 367,646 B13 lConcrete Median 12,672 sf $ 53.96 $ 683,781 D4 ISidewalk 10,560 sy $ 50.00 $ 528,000 Paving Construction Cost Subtotal: $ 2,103,622 Major Construction Component Allowances: III% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 84,145 V Prep ROW 4% $ 84,145 V Traffic Control Construction Phase Traffic Control 3% $ 63,109 V Pavement Markings/Markers 5% $ 105,181 V Roadway Drainage Standard Internal System 35% $ 736,268 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 105,181 V Sewer Minor Adjustments 5% $ 105,181 V Landscaping(Basic) Sodding and Erosion Control 2% $ 42,072 V Illumination Standard Ilumination System 6% $ 126,217 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,767,355 Paving and Allowance Subtotal: $ 3,870,977 Construction Contingency: 20% $ 774,195 Construction Cost TOTAL: $ 4,646,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,646,000 Bonds: 5% $ 232,300 Engineering/Survey/Testing: 15% $ 696,900 Mobilization 10% $ 464,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 696,900 Project Cost TOTAL:1 $ 6,737,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-J This project consists of the reconstruction of an existing Limits: 2650'N of Agnes St to Agnes St roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,640 Service Area(s): Northwest 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 8,507 cy 1 $ 16.91 $ 143,848 B7 1"Type'B'HMAC 16,133 sy 1 $ 11.70 $ 188,760 B8 JUnderseal 16,133 1 sy 1 $ 6.46 $ 104,221 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,133 sy $ 18.99 $ 306,372 B13 lConcrete Median 10,560 sf $ 53.96 $ 569,818 D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,753,019 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,171— V Prep ROW 4% $ 70,121 V Traffic Control Construction Phase Traffic Control 3% $ 52,591 V Pavement Markings/Markers 5% $ 87,651 V Roadway Drainage Standard Internal System 35% $ 613,557 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 87,651 V Sewer Minor Adjustments 5% $ 87,651 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,060 V Illumination Standard Ilumination System 6% $ 105,181 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,539,462 Paving and Allowance Subtotal: $ 3,292,481 Construction Contingency: 20% $ 658,496 Construction Cost TOTAL: $ 3,951,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,951,000 Bonds: 5% $ 197,550 Engineering/Survey/Testing: 15% $ 592,650 Mobilization 10% $ 395,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 592,650 Project Cost TOTAL:1 $ 5,729,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-K This project consists of the reconstruction of an existing Limits: Leopard St to 3260'N of Sedwick Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 4,224 Service Area(s): Northwest 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 19,477 cy $ 16.91 $ 329,362 B7 1"Type'B'HMAC 37,547 sy $ 11.70 $ 439,296 B8 Underseal 37,547 sy $ 6.46 $ 242,551 B11 8"Lime stabilized(8%),12"Compacted Subgrade 37,547 sy $ 18.99 $ 713,011 B13 lConcrete Median 21,120 sf $ 53.96 $ 1,139,635 D4 ISidewalk 14,080 sy $ 50.00 $ 704,000 Paving Construction Cost Subtotal: $ 3,567,856 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 142,714 V Prep ROW 4% $ 142,714 V Traffic Control Construction Phase Traffic Control 3% $ 107,036 V Pavement Markings/Markers 5% $ 178,393 V Roadway Drainage Standard Internal System 35% $ 1,248,749 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 178,393 V Sewer Minor Adjustments 5% $ 178,393 V Landscaping(Basic) Sodding and Erosion Control 2% $ 71,357 V Illumination Standard Ilumination System 6% $ 214,071 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,719,106 Paving and Allowance Subtotal: $ 6,286,962 Construction Contingency: 20% $ 1,257,392 Construction Cost TOTAL: $ 7,545,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 7,545,000 Bonds: 5% $ 377,250 Engineering/Survey/Testing: 15% $ 1,131,750 Mobilization 10% $ 754,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 1,131,750 Project Cost TOTAL:1 $ 10,940,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-L This project consists of the reconstruction of an existing Limits: 3260'N of Sedwick Rd to Sedwick Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 3,274 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 15,095 cy $ 16.91 $ 255,255 B7 1"Type'B'HMAC 29,099 sy $ 11.70 $ 340,454 B8 JUnderseal 29,099 1 sy 1 $ 6.46 $ 187,977 B11 8"Lime stabilized(8%),12"Compacted Subgrade 29,099 sy $ 18.99 $ 552,584 B13 lConcrete Median 16,368 sf $ 53.96 $ 883,217 D4 ISidewalk 10,912 sy $ 50.00 $ 545,600 Paving Construction Cost Subtotal: $ 2,765,088 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 110,604 V Prep ROW 4% $ 110,604 V Traffic Control Construction Phase Traffic Control 3% $ 82,953 V Pavement Markings/Markers 5% $ 138,254 V Roadway Drainage Standard Internal System 35% $ 967,781 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 138,254 V Sewer Minor Adjustments 5% $ 138,254 V Landscaping(Basic) Sodding and Erosion Control 2% $ 55,302 V Illumination Standard Ilumination System 6% $ 165,905 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,197,307 Paving and Allowance Subtotal: $ 4,962,395 Construction Contingency: 20% $ 992,479 Construction Cost TOTAL: $ 5,955,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,955,000 Bonds: 5% $ 297,750 Engineering/Survey/Testing: 15% $ 893,250 Mobilization 10% $ 595,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 893,250 Project Cost TOTAL:1 $ 8,635,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-M This project consists of the reconstruction of an existing Limits: Sedwick Rd to Alpine St roadway. Costing Class: Primary Arterial(A3) Length(If): 2,693 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,418 cy $ 16.91 $ 209,984 B7 1"Type'B'HMAC 23,938 sy $ 11.70 $ 280,072 B8 JUnderseal 23,938 1 sy 1 $ 6.46 $ 154,638 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,938 sy $ 18.99 $ 454,578 B13 lConcrete Median 13,465 sf $ 53.96 $ 726,571 D4 ISidewalk 8,977 sy $ 50.00 $ 448,833 Paving Construction Cost Subtotal: $ 2,274,677 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 90,987 V Prep ROW 4% $ 90,987 V Traffic Control Construction Phase Traffic Control 3% $ 68,240 V Pavement Markings/Markers 5% $ 113,734 V Roadway Drainage Standard Internal System 35% $ 796,137 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 113,734 V Sewer Minor Adjustments 5% $ 113,734 V Landscaping(Basic) Sodding and Erosion Control 2% $ 45,494 V Illumination Standard Ilumination System 6% $ 136,481 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,878,540 Paving and Allowance Subtotal: $ 4,153,217 Construction Contingency: 20% $ 830,643 Construction Cost TOTAL: $ 4,984,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,984,000 Bonds: 5% $ 249,200 Engineering/Survey/Testing: 15% $ 747,600 Mobilization 10% $ 498,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 747,600 Project Cost TOTAL:1 $ 7,227,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-N This project consists of the reconstruction of an existing Limits: Alpine St to 1070'S of Alpine St roadway. Costing Class: Primary Arterial(A3) Length(If): 1,056 Service Area(s): Northwest 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 4,869 cy $ 16.91 $ 82,340 B7 1"Type'B'HMAC 9,387 sy $ 11.70 $ 109,824 B8 JUnderseal 9,387 1 sy 1 $ 6.46 $ 60,638 B11 8"Lime stabilized(8%),12"Compacted Subgrade 9,387 sy 1 $ 18.99 $ 178,253 B13 lConcrete Median 5,280 sf $ 53.96 $ 284,909 D4 ISidewalk 3,520 sy $ 50.00 $ 176,000 Paving Construction Cost Subtotal: $ 891,964 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 35,679 V Prep ROW 4% $ 35,679 V Traffic Control Construction Phase Traffic Control 3% $ 26,759 V Pavement Markings/Markers 5% $ 44,598 V Roadway Drainage Standard Internal System 35% $ 312,187 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 44,598 V Sewer Minor Adjustments 5% $ 44,598 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,839 V Illumination Standard Ilumination System 6% $ 53,518 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 579,777 Paving and Allowance Subtotal: $ 1,471,740 Construction Contingency: 20% $ 294,348 Construction Cost TOTAL: $ 1,767,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,767,000 Bonds: 5% $ 88,350 Engineering/Survey/Testing: 15% $ 265,050 Mobilization 10% $ 176,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 265,050 Project Cost TOTAL:1 $ 2,562,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- • Project Number: 3-0 This project consists of the reconstruction of an existing Limits: Agnes St to TX 44 roadway. Costing Class: Primary Arterial(A3) Length(If): 1,344 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,197 cy $ 16.91 $ 104,797 B7 1"Type'B'HMAC 11,947 sy $ 11.70 $ 139,776 B8 JUnderseal 11,947 1 sy 1 $ 6.46 $ 77,175 B11 8"Lime stabilized(8%),12"Compacted Subgrade 11,947 sy $ 18.99 $ 226,867 B13 lConcrete Median 6,720 sf $ 53.96 $ 362,611 D4 ISidewalk 4,480 sy $ 50.00 $ 224,000 Paving Construction Cost Subtotal: $ 1,135,227 Major Construction Component Allowances: _.::::ii W Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 45,409 V Prep ROW 4% $ 45,409 V Traffic Control Construction Phase Traffic Control 3% $ 34,057 V Pavement Markings/Markers 5% $ 56,761 V Roadway Drainage Standard Internal System 35% $ 397,329 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 56,761 V Sewer Minor Adjustments 5% $ 56,761 V Landscaping(Basic) Sodding and Erosion Control 2% $ 22,705 V Illumination Standard Ilumination System 6% $ 68,114 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 737,897 Paving and Allowance Subtotal: $ 1,873,124 Construction Contingency: Q070 $ 374,625 Construction Cost TOT $ 2,248,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,248,000 Bonds: 5% $ 112,400 Engineering/Survey/Testing: 15% $ 337,200 Mobilization 10% $ 224,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 337,200 Project Cost TOTAL:1 $ 3,260,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-P This project consists of the reconstruction of an existing Limits: TX 44 to CR 36 roadway. Costing Class: Primary Arterial(A3) Length(If): 4,024 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 18,555 cy $ 16.91 $ 313,767 B7 1"Type'B'HMAC 35,769 sy $ 11.70 $ 418,496 B8 JUnderseal 35,769 1 sy 1 $ 6.46 $ 231,067 B11 8"Lime stabilized(8%),12"Compacted Subgrade 35,769 sy $ 18.99 $ 679,251 B13 lConcrete Median 20,120 sf $ 53.96 $ 1,085,675 D4 ISidewalk 13,413 sy $ 50.00 $ 670,667 Paving Construction Cost Subtotal: $ 3,398,923 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 135,957 V Prep ROW 4% $ 135,957 V Traffic Control Construction Phase Traffic Control 3% $ 101,968 V Pavement Markings/Markers 5% $ 169,946 V Roadway Drainage Standard Internal System 35% $ 1,189,623 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 169,946 V Sewer Minor Adjustments 5% $ 169,946 V Landscaping(Basic) Sodding and Erosion Control 2% $ 67,978 V Illumination Standard Ilumination System 6% $ 203,935 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,609,300 Paving and Allowance Subtotal: $ 6,008,223 Construction Contingency: 20% $ 1,201,645 Construction Cost TOTAL: $ 7,210,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 7,210,000 Bonds: 5% $ 360,500 Engineering/Survey/Testing: 15% $ 1,081,500 Mobilization 10% $ 721,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 1,081,500 Project Cost TOTAL:1 $ 10,455,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: 11 Project Number: 3-Q This project consists of the reconstruction of an existing Limits: CR 36 to McGloin Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,289 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,555 cy $ 16.91 $ 178,482 B7 1"Type'B'HMAC 20,347 sy $ 11.70 $ 238,056 B8 JUnderseal 20,347 1 sy 1 $ 6.46 $ 131,439 B11 8"Lime stabilized(8%),12"Compacted Subgrade 20,347 sy $ 18.99 $ 386,383 B13 lConcrete Median 11,445 sf $ 53.96 $ 617,572 D4 ISidewalk 7,630 sy $ 50.00 $ 381,500 Paving Construction Cost Subtotal: $ 1,933,433 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 77,337 V Prep ROW 4% $ 77,337 V Traffic Control Construction Phase Traffic Control 3% $ 58,003 V Pavement Markings/Markers 5% $ 96,672 V Roadway Drainage Standard Internal System 35% $ 676,702 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 96,672 V Sewer Minor Adjustments 5% $ 96,672 V Landscaping(Basic) Sodding and Erosion Control 2% $ 38,669 V Illumination Standard Ilumination System 6% $ 116,006 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,256,732 Paving and Allowance Subtotal: $ 3,190,165 Construction Contingency: Q070 $ 638,033 Construction Cost TOT $ 3,829,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,829,000 Bonds: 5% $ 191,450 Engineering/Survey/Testing: 15% $ 574,350 Mobilization 10% $ 382,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 574,350 Project Cost TOTAL:1 $ 5,552,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-11 This project consists of the reconstruction of an existing Limits: Gaviota St to S Clarkwood Rd roadway. Costing Class: Collector(Cl) Length(If): 1,762 Service Area(s): Northwest 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,307 cy $ 16.91 $ 72,833 B6 1"Type'D'HMAC 8,027 sy $ 13.78 $ 110,611 B8 JUnderseal 8,027 1 sy 1 $ 6.46 $ 51,854 B12 12"Compacted Subgrade 8,418 sy $ 5.65 $ 47,564 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 5,873 sy $ 50.00 $ 293,667 Paving Construction Cost Subtotal: $ 576,528 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 23,061 V Prep ROW 4% $ 23,061 V Traffic Control Construction Phase Traffic Control 3% $ 17,296 V Pavement Markings/Markers 5% $ 28,826 V Roadway Drainage Standard Internal System 35% $ 201,785 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 28,826 V Sewer Minor Adjustments 5% $ 28,826 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,531 V Illumination Standard Ilumination System 6% $ 34,592 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 374,743 Paving and Allowance Subtotal: $ 951,272 Construction Contingency: 20% $ 190,254 Construction Cost TOTAL: $ 1,142,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,142,000 Bonds: 5% $ 57,100 Engineering/Survey/Testing: 15% $ 171,300 Mobilization 10% $ 114,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 171,300 Project Cost TOTAL:1 $ 1,656,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-S This project consists of the reconstruction of an existing Limits: Creek View Dr to Leopard St roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,584 Service Area(s): Northwest 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,104 cy $ 16.91 $ 86,309 B7 1"Type'B'HMAC 9,680 sy $ 11.70 $ 113,256 B8 Underseal 9,680 sy $ 6.46 $ 62,533 B11 8"Lime stabilized(8%),12"Compacted Subgrade 9,680 sy $ 18.99 $ 183,823 B13 lConcrete Median 6,336 sf $ 53.96 $ 341,891 D4 ISidewalk 5,280 sy $ 50.00 $ 264,000 Paving Construction Cost Subtotal: $ 1,051,811 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 42,072 V Prep ROW 4% $ 42,072 V Traffic Control Construction Phase Traffic Control 3% $ 31,554 V Pavement Markings/Markers 5% $ 52,591 V Roadway Drainage Standard Internal System 35% $ 368,134 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 52,591 V Sewer Minor Adjustments 5% $ 52,591 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,036 V Illumination Standard Ilumination System 6% $ 63,109 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 683,677 Paving and Allowance Subtotal: $ 1,735,488 Construction Contingency: 20% $ 347,098 Construction Cost TOTAL: $ 2,083,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,083,000 Bonds: 5% $ 104,150 Engineering/Survey/Testing: 15% $ 312,450 Mobilization 10% $ 208,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 312,450 Project Cost TOTAL:1 $ 3,020,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-T This project consists of the reconstruction of an existing Limits: Leopard St to Frontier Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,795 Service Area(s): Northwest 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 5,785 cy $ 16.91 $ 97,816 B7 1"Type'B'HMAC 10,971 sy $ 11.70 $ 128,357 B8 JUnderseal 10,971 1 sy 1 $ 6.46 $ 70,871 B11 8"Lime stabilized(8%),12"Compacted Subgrade 10,971 sy 1 $ 18.99 $ 208,333 B13 lConcrete Median 7,181 sf $ 53.96 $ 387,476 D4 ISidewalk 5,984 sy $ 50.00 $ 299,200 Paving Construction Cost Subtotal: $ 1,192,053 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 47,672- V Prep ROW 4% $ 47,682 V Traffic Control Construction Phase Traffic Control 3% $ 35,762 V Pavement Markings/Markers 5% $ 59,603 V Roadway Drainage Standard Internal System 35% $ 417,218 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 59,603 V Sewer Minor Adjustments 5% $ 59,603 V Landscaping(Basic) Sodding and Erosion Control 2% $ 23,841 V Illumination Standard Ilumination System 6% $ 71,523 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 774,834 Paving and Allowance Subtotal: $ 1,966,887 Construction Contingency: 20% $ 393,377 Construction Cost TOTAL: $ 2,361,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,361,000 Bonds: 5% $ 118,050 Engineering/Survey/Testing: 15% $ 354,150 Mobilization 10% $ 236,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 354,150 Project Cost TOTAL:1 $ 3,423,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-U This project consists of the reconstruction of an existing Limits: Frontier Dr to Haven Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,218 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,146 cy $ 16.91 $ 120,832 B7 1"Type'B'HMAC 13,552 sy $ 11.70 $ 158,558 B8 JUnderseal 13,552 1 sy 1 $ 6.46 $ 87,546 B11 8"Lime stabilized(8%),12"Compacted Subgrade 13,552 sy $ 18.99 $ 257,352 B13 lConcrete Median 8,870 sf $ 53.96 $ 478,647 D4 ISidewalk 7,392 sy $ 50.00 $ 369,600 Paving Construction Cost Subtotal: $ 1,472,536 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 58,971- V Prep ROW 4% $ 58,901 V Traffic Control Construction Phase Traffic Control 3% $ 44,176 V Pavement Markings/Markers 5% $ 73,627 V Roadway Drainage Standard Internal System 35% $ 515,387 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 73,627 V Sewer Minor Adjustments 5% $ 73,627 V Landscaping(Basic) Sodding and Erosion Control 2% $ 29,451 V Illumination Standard Ilumination System 6% $ 88,352 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 957,148 Paving and Allowance Subtotal: $ 2,429,684 Construction Contingency: 20% $ 485,937 Construction Cost TOTAL: $ 2,916,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,916,000 Bonds: 5% $ 145,800 Engineering/Survey/Testing: 15% $ 437,400 Mobilization 10% $ 291,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 437,400 Project Cost TOTAL:1 $ 4,228,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-V This project consists of the reconstruction of an existing Limits: Haven Dr to PR E-W Segment 1 roadway. Costing Class: Primary Arterial(A3) Length(If): 2,640 Service Area(s): Northwest 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,173 cy $ 16.91 $ 205,851 B7 1"Type'B'HMAC 23,467 sy $ 11.70 $ 274,560 B8 Underseal 23,467 sy $ 6.46 $ 151,595 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,467 sy $ 18.99 $ 445,632 B13 lConcrete Median 13,200 sf $ 53.96 $ 712,272 D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 2,229,910 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 89,196 V Prep ROW 4% $ 89,196 V Traffic Control Construction Phase Traffic Control 3% $ 66,897 V Pavement Markings/Markers 5% $ 111,495 V Roadway Drainage Standard Internal System 35% $ 780,468 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 111,495 V Sewer Minor Adjustments 5% $ 111,495 V Landscaping(Basic) Sodding and Erosion Control 2% $ 44,598 V Illumination Standard Ilumination System 6% $ 133,795 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,849,441 Paving and Allowance Subtotal: $ 4,079,351 Construction Contingency: 20% $ 815,870 Construction Cost TOTAL: $ 4,896,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,896,000 Bonds: 5% $ 244,800 Engineering/Survey/Testing: 15% $ 734,400 Mobilization 10% $ 489,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 734,400 Project Cost TOTAL:1 $ 7,099,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-W This project consists of the reconstruction of an existing Limits: PR E-W Segment 1 to PR E-W Segment 2 roadway. Costing Class: Primary Arterial(A3) Length(If): 2,640 Service Area(s): Northwest 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,173 cy $ 16.91 $ 205,851 B7 1"Type'B'HMAC 23,467 sy $ 11.70 $ 274,560 B8 Underseal 23,467 sy $ 6.46 $ 151,595 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,467 sy $ 18.99 $ 445,632 B13 lConcrete Median 13,200 sf $ 53.96 $ 712,272 D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 2,229,910 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 89,196 V Prep ROW 4% $ 89,196 V Traffic Control Construction Phase Traffic Control 3% $ 66,897 V Pavement Markings/Markers 5% $ 111,495 V Roadway Drainage Standard Internal System 35% $ 780,468 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 111,495 V Sewer Minor Adjustments 5% $ 111,495 V Landscaping(Basic) Sodding and Erosion Control 2% $ 44,598 V Illumination Standard Ilumination System 6% $ 133,795 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,849,441 Paving and Allowance Subtotal: $ 4,079,351 Construction Contingency: 20% $ 815,870 Construction Cost TOTAL: $ 4,896,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,896,000 Bonds: 5% $ 244,800 Engineering/Survey/Testing: 15% $ 734,400 Mobilization 10% $ 489,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 734,400 Project Cost TOTAL:1 $ 7,099,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-X This project consists of the reconstruction of an existing Limits: PR E-W Segment 2 to City Limits roadway. Costing Class: Primary Arterial(A3) Length(If): 2,904 Service Area(s): Northwest 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 13,391 cy $ 16.91 $ 226,436 B7 1"Type'B'HMAC 25,813 sy $ 11.70 $ 302,016 B8 JUnderseal 25,813 1 sy 1 $ 6.46 $ 166,754 B11 8"Lime stabilized(8%),12"Compacted Subgrade 25,813 sy $ 18.99 $ 490,195 B13 lConcrete Median 14,520 sf $ 53.96 $ 783,499 D4 ISidewalk 9,680 sy $ 50.00 $ 484,000 Paving Construction Cost Subtotal: $ 2,452,901 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 98,116 V Prep ROW 4% $ 98,116 V Traffic Control Construction Phase Traffic Control 3% $ 73,587 V Pavement Markings/Markers 5% $ 122,645 V Roadway Drainage Standard Internal System 35% $ 858,515 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 122,645 V Sewer Minor Adjustments 5% $ 122,645 V Landscaping(Basic) Sodding and Erosion Control 2% $ 49,058 V Illumination Standard Ilumination System 6% $ 147,174 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,994,385 Paving and Allowance Subtotal: $ 4,447,286 Construction Contingency: 20% $ 889,457 Construction Cost TOTAL: $ 5,337,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,337,000 Bonds: 5% $ 266,850 Engineering/Survey/Testing: 15% $ 800,550 Mobilization 10% $ 533,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 800,550 Project Cost TOTAL:1 $ 7,739,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 3-Y Project Number: 3-Y This project consists of the construction of a completely new Limits: McKinzie Rd to N-S PR Roadway 1 roadway. Costing Class: Collector(Cl) Length(If): 6,072 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 14,843 cy $ 16.91 $ 250,989 B6 1"Type'D'HMAC 27,661 sy $ 13.78 $ 381,173 B8 IUnderseal I 27,661 I sy I $ 6.46 I $ 178,692 B1212"Compacted Subgrade 29,011 sy $ 5.65 $ 163,910 B13.X No Median 0 sf $ $ D4 (Sidewalk I 20,240 sy $ 50.00 $ 1,012,000 Paving Construction Cost Subtotal: $ 1,986,765 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 79,471 V Prep ROW 4% $ 79,471 V Traffic Control Construction Phase Traffic Control 3% $ 59,603 V Pavement Markings/Markers 5% $ 99,338 V Roadway Drainage Standard Internal System 35% $ 695,368 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 99,338 V Sewer Minor Adjustments 5% $ 99,338 V Landscaping(Basic) Sodding and Erosion Control 2% $ 39,735 V Illumination Standard Ilumination System 6% $ 119,206 Traffic Signalization Assume Signal per Half Mile $400,000 $ 800,000 Other: $0 $ - Allowance Subtotal: $ 2,091,397 Paving and Allowance Subtotal: $ 4,078,162 Construction Contingency: 20% $ 815,632 Construction Cost TOTAL: $ 4,894,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,894,000 Bonds: 5% $ 244,700 Engineering/Survey/Testing: 15% $ 734,100 Mobilization 10% $ 489,400 ROW/Easement Acquisition: IFALSE 1 15% $ 734,100 Project Cost TOTAL: $ 7,096,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " ENGINEERS Rough Proportionality Study �n `= = / Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-Z This project consists of the construction of a completely new Limits: Leopard St to Haven Dr(PR Segment) roadway. Costing Class: Primary Collector(0) Length(If): 1,531 Service Area(s): Northwest 3 Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,594 cy $ 16.91 $ 77,678 B7 1"Type'B'HMAC 8,677 sy $ 11.70 $ 101,519 B8 IUnderseal I 8,677 I sy I $ 6.46 I $ 56,052 B118"Lime stabilized(8%),12"Compacted Subgrade 8,677 sy $ 18.99 $ 164,772 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,104 sy $ 50.00 $ 255,200 Paving Construction Cost Subtotal: $ 655,221 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 26,209 V Prep ROW 4% $ 26,209 V Traffic Control Construction Phase Traffic Control 3% $ 19,657 V Pavement Markings/Markers 5% $ 32,761 V Roadway Drainage Standard Internal System 35% $ 229,327 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 32,761 V Sewer Minor Adjustments 5% $ 32,761 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,104 V Illumination Standard Ilumination System 6% $ 39,313 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 425,894 Paving and Allowance Subtotal: $ 1,081,114 Construction Contingency: 20% $ 216,223 Construction Cost TOTAL: $ 1,298,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,298,000 Bonds: 5% $ 64,900 Engineering/Survey/Testing: 15% $ 194,700 Mobilization 10% $ 129,800 ROW/Easement Acquisition: IFALSE 1 15% $ 194,700 Project Cost TOTAL: $ 1,882,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " ENGINEERS Rough Proportionality Study �n `= = / Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-AA This project consists of the construction of a completely new Limits: Haven Dr(PR Segment)to Oregon Trail(PR Segment) roadway. Costing Class: Primary Collector(0) Length(If): 1,690 Service Area(s): Northwest 3 Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,069 cy $ 16.91 $ 85,713 B7 1"Type'B'HMAC 9,574 sy $ 11.70 $ 112,020 B8 IUnderseal I 9,574 I sy I $ 6.46 I $ 61,851 B118"Lime stabilized(8%),12"Compacted Subgrade 9,574 sy $ 18.99 $ 181,818 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,632 sy $ 50.00 $ 281,600 Paving Construction Cost Subtotal: $ 723,002 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 28,920 V Prep ROW 4% $ 28,920 V Traffic Control Construction Phase Traffic Control 3% $ 21,690 V Pavement Markings/Markers 5% $ 36,150 V Roadway Drainage Standard Internal System 35% $ 253,051 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 36,150 V Sewer Minor Adjustments 5% $ 36,150 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,460 V Illumination Standard Ilumination System 6% $ 43,380 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 469,952 Paving and Allowance Subtotal: $ 1,192,954 Construction Contingency: 20% $ 238,591 Construction Cost TOTAL: $ 1,432,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,432,000 Bonds: 5% $ 71,600 Engineering/Survey/Testing: 15% $ 214,800 Mobilization 10% $ 143,200 ROW/Easement Acquisition: IFALSE 1 15% $ 214,800 Project Cost TOTAL: $ 2,076,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'ki, �fi' Description: Project No. 3-AB Project Number: 3-AB This project consists of the construction of a completely new Limits: Oregon Trail(PR Segment)to E-W PR Roadway 1 roadway. Costing Class: Primary Collector(0) Length(If): 2,270 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,811 cy $ 16.91 $ 115,177 B7 1"Type'B'HMAC 12,866 sy $ 11.70 $ 150,528 B8 IUnderseal I 12,866 I sy I $ 6.46 I $ 83,112 B118"Lime stabilized(8%),12"Compacted Subgrade 12,866 sy $ 18.99 $ 244,318 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,568 sy $ 50.00 $ 378,400 Paving Construction Cost Subtotal: $ 971,534 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 38,861 V Prep ROW 4% $ 38,861 V Traffic Control Construction Phase Traffic Control 3% $ 29,146 V Pavement Markings/Markers 5% $ 48,577 V Roadway Drainage Standard Internal System 35% $ 340,037 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 48,577 V Sewer Minor Adjustments 5% $ 48,577 V Landscaping(Basic) Sodding and Erosion Control 2% $ 19,431 V Illumination Standard Ilumination System 6% $ 58,292 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 631,497 Paving and Allowance Subtotal: $ 1,603,032 Construction Contingency: 20% $ 320,606 Construction Cost TOTAL: $ 1,924,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,924,000 Bonds: 5% $ 96,200 Engineering/Survey/Testing: 15% $ 288,600 Mobilization 10% $ 192,400 ROW/Easement Acquisition: IFALSE 1 15% $ 288,600 Project Cost TOTAL: $ 2,790,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 3-AC Project Number: 3-AC This project consists of the construction of a completely new Limits: E-W PR Roadway 1 to E-W PR Roadway 2 roadway. Costing Class: Primary Collector(0) Length(If): 3,485 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 10,454 cy $ 16.91 $ 176,784 B7 1"Type'B'HMAC 19,747 sy $ 11.70 $ 231,042 B8 IUnderseal I 19,747 I sy I $ 6.46 I $ 127,567 B118"Lime stabilized(8%),12"Compacted Subgrade 19,747 sy $ 18.99 $ 374,999 B13.X No Median 0 sf $ $ D4 (Sidewalk I 11,616 sy $ 50.00 $ 580,800 Paving Construction Cost Subtotal: $ 1,491,192 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 59,648 V Prep ROW 4% $ 59,648 V Traffic Control Construction Phase Traffic Control 3% $ 44,736 V Pavement Markings/Markers 5% $ 74,560 V Roadway Drainage Standard Internal System 35% $ 521,917 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 74,560 V Sewer Minor Adjustments 5% $ 74,560 V Landscaping(Basic) Sodding and Erosion Control 2% $ 29,824 V Illumination Standard Ilumination System 6% $ 89,472 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,369,275 Paving and Allowance Subtotal: $ 2,860,467 Construction Contingency: 20% $ 572,093 Construction Cost TOTAL: $ 3,433,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,433,000 Bonds: 5% $ 171,650 Engineering/Survey/Testing: 15% $ 514,950 Mobilization 10% $ 343,300 ROW/Easement Acquisition: IFALSE 1 15% $ 514,950 Project Cost TOTAL: $ 4,978,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 3-AD This project consists of the construction of a completely new Limits: E-W PR Roadway 2 to Sedwick Rd(PR Segment) roadway. Costing Class: Primary Collector(0) Length(If): 1,214 Service Area(s): Northwest 3 Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,643 cy $ 16.91 $ 61,607 B7 1"Type'B'HMAC 6,882 sy $ 11.70 $ 80,515 B8 IUnderseal I 6,882 I sy I $ 6.46 I $ 44,455 B118"Lime stabilized(8%),12"Compacted Subgrade 6,882 sy $ 18.99 $ 130,682 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,048 sy $ 50.00 $ 202,400 Paving Construction Cost Subtotal: $ 519,658 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 20,786 V Prep ROW 4% $ 20,786 V Traffic Control Construction Phase Traffic Control 3% $ 15,590 V Pavement Markings/Markers 5% $ 25,983 V Roadway Drainage Standard Internal System 35% $ 181,880 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 25,983 V Sewer Minor Adjustments 5% $ 25,983 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,393 V Illumination Standard Ilumination System 6% $ 31,179 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 337,778 Paving and Allowance Subtotal: $ 857,436 Construction Contingency: 20% $ 171,487 Construction Cost TOTAL: $ 1,029,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,029,000 Bonds: 5% $ 51,450 Engineering/Survey/Testing: 15% $ 154,350 Mobilization 10% $ 102,900 ROW/Easement Acquisition: IFALSE 1 15% $ 154,350 Project Cost TOTAL: $ 1,492,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 3-AE Project Number: 3-AE This project consists of the construction of a completely new Limits: Sedwick Rd(PR Segment)to Alpine St(PR Segment) roadway. Costing Class: Primary Collector(0) Length(If): 3,432 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 10,296 cy $ 16.91 $ 174,105 B7 1"Type'B'HMAC 19,448 sy $ 11.70 $ 227,542 B8 IUnderseal I 19,448 I sy I $ 6.46 I $ 125,634 B118"Lime stabilized(8%),12"Compacted Subgrade 19,448 sy $ 18.99 $ 369,318 B13.X No Median 0 sf $ $ D4 (Sidewalk I 11,440 sy $ 50.00 $ 572,000 Paving Construction Cost Subtotal: $ 1,468,599 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 58,744 V Prep ROW 4% $ 58,744 V Traffic Control Construction Phase Traffic Control 3% $ 44,058 V Pavement Markings/Markers 5% $ 73,430 V Roadway Drainage Standard Internal System 35% $ 514,009 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 73,430 V Sewer Minor Adjustments 5% $ 73,430 V Landscaping(Basic) Sodding and Erosion Control 2% $ 29,372 V Illumination Standard Ilumination System 6% $ 88,116 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,354,589 Paving and Allowance Subtotal: $ 2,823,188 Construction Contingency: 20% $ 564,638 Construction Cost TOTAL: $ 3,388,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,388,000 Bonds: 5% $ 169,400 Engineering/Survey/Testing: 15% $ 508,200 Mobilization 10% $ 338,800 ROW/Easement Acquisition: IFALSE 1 15% $ 508,200 Project Cost TOTAL: $ 4,913,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 3-AF Project Number: 3-AF This project consists of the construction of a completely new Limits: McKinzie Rd to N-S PR Roadway 1 roadway. Costing Class: Collector(Cl) Length(If): 5,544 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 13,552 cy $ 16.91 $ 229,164 B6 1"Type'D'HMAC 25,256 sy $ 13.78 $ 348,028 B8 IUnderseal I 25,256 I sy I $ 6.46 I $ 163,154 B1212"Compacted Subgrade 26,488 sy $ 5.65 $ 149,657 B13.X No Median 0 sf $ $ D4 (Sidewalk I 18,480 sy $ 50.00 $ 924,000 Paving Construction Cost Subtotal: $ 1,814,003 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 72,560 V Prep ROW 4% $ 72,560 V Traffic Control Construction Phase Traffic Control 3% $ 54,420 V Pavement Markings/Markers 5% $ 90,700 V Roadway Drainage Standard Internal System 35% $ 634,901 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 90,700 V Sewer Minor Adjustments 5% $ 90,700 V Landscaping(Basic) Sodding and Erosion Control 2% $ 36,280 V Illumination Standard Ilumination System 6% $ 108,840 Traffic Signalization Assume Signal per Half Mile $400,000 $ 800,000 Other: $0 $ - Allowance Subtotal: $ 1,979,102 Paving and Allowance Subtotal: $ 3,793,105 Construction Contingency: 20% $ 758,621 Construction Cost TOTAL: $ 4,552,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,552,000 Bonds: 5% $ 227,600 Engineering/Survey/Testing: 15% $ 682,800 Mobilization 10% $ 455,200 ROW/Easement Acquisition: IFALSE 1 15% $ 682,800 Project Cost TOTAL: $ 6,600,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Info-rmatfo-n- Description: Project No. 3-AG Project Number: 3-AG This project consists of the construction of a completely new Limits: N-S PR Roadway 1 to Oregon Trail(Constructed Segme roadway. Costing Class: Collector(Cl) Length(If): 792 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,936 cy $ 16.91 $ 32,738 B6 1"Type'D'HMAC 3,608 sy $ 13.78 $ 49,718 B8 IUnderseal I 3,608 I sy I $ 6.46 I $ 23,308 B1212"Compacted Subgrade 3,784 sy $ 5.65 $ 21,380 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,640 sy $ 50.00 $ 132,000 Paving Construction Cost Subtotal: $ 259,143 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 10,366 V Prep ROW 4% $ 10,366 V Traffic Control Construction Phase Traffic Control 3% $ 7,774 V Pavement Markings/Markers 5% $ 12,957 V Roadway Drainage Standard Internal System 35% $ 90,700 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 12,957 V Sewer Minor Adjustments 5% $ 12,957 V Landscaping(Basic) Sodding and Erosion Control 2% $ 5,183 V Illumination Standard Ilumination System 6% $ 15,549 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 168,443 Paving and Allowance Subtotal: $ 427,586 Construction Contingency: 20% $ 85,517 Construction Cost TOTAL: $ 514,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 514,000 Bonds: 5% $ 25,700 Engineering/Survey/Testing: 15% $ 77,100 Mobilization 10% $ 51,400 ROW/Easement Acquisition: IFALSE 1 15% $ 77,100 Project Cost TOTAL: $ 745,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 3-AH Project Number: 3-AH This project consists of the construction of a completely new Limits: McKinzie Rd to N-S PR Roadway 1 roadway. Costing Class: Secondary Arterial(A2) Length(If): 5,280 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 17,013 cy $ 16.91 $ 287,695 B7 1"Type'B'HMAC 32,267 sy $ 11.70 $ 377,520 B8 IUnderseal I 32,267 I sy I $ 6.46 I $ 208,443 B11 8"Lime stabilized(8%),12"Compacted Subgrade 32,267 sy $ 18.99 $ 612,744 B13 lConcrete Median 21,120 sf $ 53.96 $ 1,139,635 D4 ISidewalk I 17,600 sy $ 50.00 $ 880,000 I I I I Paving Construction Cost Subtotal: $ 3,506,037 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 140,241 V Prep ROW 4% $ 140,241 V Traffic Control Construction Phase Traffic Control 3% $ 105,181 V Pavement Markings/Markers 5% $ 175,302 V Roadway Drainage Standard Internal System 35% $ 1,227,113 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 175,302 V Sewer Minor Adjustments 5% $ 175,302 V Landscaping(Basic) Sodding and Erosion Control 2% $ 70,121 V Illumination Standard Ilumination System 6% $ 210,362 Traffic Signalization Assume Signal per Half Mile $400,000 $ 800,000 Other: $0 $ - Allowance Subtotal: $ 3,078,924 Paving and Allowance Subtotal: $ 6,584,962 Construction Contingency: 20% $ 1,316,992 Construction Cost TOTAL: $ 7,902,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 7,902,000 Bonds: 5% $ 395,100 Engineering/Survey/Testing: 15% $ 1,185,300 Mobilization 10% $ 790,200 ROW/Easement Acquisition: IFALSE 1 15% $ 1,185,300 Project Cost TOTAL: $ 11,458,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Information-'k* Description: Project No. 3-Al Project Number: 3-AI This project consists of the construction of a completely new Limits: Rand Morgan Rd to N-S PR Roadway 1 roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,640 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 8,507 cy $ 16.91 $ 143,848 B7 1"Type'B'HMAC 16,133 sy $ 11.70 $ 188,760 B8 IUnderseal I 16,133 I sy I $ 6.46 I $ 104,221 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,133 sy $ 18.99 $ 306,372 B13 lConcrete Median 10,560 sf $ 53.96 $ 569,818 D4 ISidewalk I 8,800 sy $ 50.00 $ 440,000 I I I I Paving Construction Cost Subtotal: $ 1,753,019 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,121 V Prep ROW 4% $ 70,121 V Traffic Control Construction Phase Traffic Control 3% $ 52,591 V Pavement Markings/Markers 5% $ 87,651 V Roadway Drainage Standard Internal System 35% $ 613,557 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 87,651 V Sewer Minor Adjustments 5% $ 87,651 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,060 V Illumination Standard Ilumination System 6% $ 105,181 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,539,462 Paving and Allowance Subtotal: $ 3,292,481 Construction Contingency: 20% $ 658,496 Construction Cost TOTAL: $ 3,951,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,951,000 Bonds: 5% $ 197,550 Engineering/Survey/Testing: 15% $ 592,650 Mobilization 10% $ 395,100 ROW/Easement Acquisition: IFALSE 1 15% $ 592,650 Project Cost TOTAL: $ 5,729,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'ki, A?W1 Description: Project No. 3-AJ Project Number: 3-AJ This project consists of the construction of a completely new Limits: FM 2292 to N Clarkwood Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,802 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 12,250 cy $ 16.91 $ 207,141 B7 1"Type'B'HMAC 23,232 sy $ 11.70 $ 271,814 B8 IUnderseal I 23,232 I sy I $ 6.46 I $ 150,079 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,232 sy $ 18.99 $ 441,176 B13 lConcrete Median 15,206 sf $ 53.96 $ 820,537 D4 ISidewalk I 12,672 sy $ 50.00 $ 633,600 I I I I Paving Construction Cost Subtotal: $ 2,524,347 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 100,974 V Prep ROW 4% $ 100,974 V Traffic Control Construction Phase Traffic Control 3% $ 75,730 V Pavement Markings/Markers 5% $ 126,217 V Roadway Drainage Standard Internal System 35% $ 883,521 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 126,217 V Sewer Minor Adjustments 5% $ 126,217 V Landscaping(Basic) Sodding and Erosion Control 2% $ 50,487 V Illumination Standard Ilumination System 6% $ 151,461 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,040,825 Paving and Allowance Subtotal: $ 4,565,172 Construction Contingency: 20% $ 913,034 Construction Cost TOTAL: $ 5,479,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,479,000 Bonds: 5% $ 273,950 Engineering/Survey/Testing: 15% $ 821,850 Mobilization 10% $ 547,900 ROW/Easement Acquisition: IFALSE 1 15% $ 821,850 Project Cost TOTAL: $ 7,945,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 3-AK Project Number: 3-AK This project consists of the construction of a completely new Limits: Roadway Limits to N-S PR Roadway 1 roadway. Costing Class: Collector(Cl) Length(If): 2,218 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,421 cy $ 16.91 $ 91,666 B6 1"Type'D'HMAC 10,102 sy $ 13.78 $ 139,211 B8 IUnderseal I 10,102 I sy I $ 6.46 I $ 65,262 B1212"Compacted Subgrade 10,595 sy $ 5.65 $ 59,863 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,392 sy $ 50.00 $ 369,600 Paving Construction Cost Subtotal: $ 725,601 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 29,024 V Prep ROW 4% $ 29,024 V Traffic Control Construction Phase Traffic Control 3% $ 21,768 V Pavement Markings/Markers 5% $ 36,280 V Roadway Drainage Standard Internal System 35% $ 253,960 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 36,280 V Sewer Minor Adjustments 5% $ 36,280 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,512 V Illumination Standard Ilumination System 6% $ 43,536 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 471,641 Paving and Allowance Subtotal: $ 1,197,242 Construction Contingency: 20% $ 239,448 Construction Cost TOTAL: $ 1,437,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,437,000 Bonds: 5% $ 71,850 Engineering/Survey/Testing: 15% $ 215,550 Mobilization 10% $ 143,700 ROW/Easement Acquisition: IFALSE 1 15% $ 215,550 Project Cost TOTAL: $ 2,084,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Info_rmatfo_n 'k� Description: Project No. 3-AL Project Number: 3-AL This project consists of the construction of a completely new Limits: N-S PR Roadway 1 to FM 2292 roadway. Costing Class: Collector(Cl) Length(If): 2,534 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,195 cy $ 16.91 $ 104,761 B6 1"Type'D'HMAC 11,546 sy $ 13.78 $ 159,098 B8 IUnderseal I 11,546 I sy I $ 6.46 I $ 74,585 B1212"Compacted Subgrade 12,109 sy $ 5.65 $ 68,415 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,448 sy $ 50.00 $ 422,400 Paving Construction Cost Subtotal: $ 829,258 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 33,170 V Prep ROW 4% $ 33,170 V Traffic Control Construction Phase Traffic Control 3% $ 24,878 V Pavement Markings/Markers 5% $ 41,463 V Roadway Drainage Standard Internal System 35% $ 290,240 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 41,463 V Sewer Minor Adjustments 5% $ 41,463 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,585 V Illumination Standard Ilumination System 6% $ 49,756 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 539,018 Paving and Allowance Subtotal: $ 1,368,277 Construction Contingency: 20% $ 273,655 Construction Cost TOTAL: $ 1,642,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,642,000 Bonds: 5% $ 82,100 Engineering/Survey/Testing: 15% $ 246,300 Mobilization 10% $ 164,200 ROW/Easement Acquisition: IFALSE 1 15% $ 246,300 Project Cost TOTAL: $ 2,381,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Inro—rmatfo—rV ....... Description: Project No. 3-AM Project Number: 3-AM This project consists of the construction of a completely new Limits: City Limits to N-S PR Roadway 1 roadway. Costing Class: Minor Arterial(Al) Length(If): 3,274 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 12,367 cy $ 16.91 $ 209,125 B7 1"Type'B'HMAC 23,643 sy $ 11.70 $ 276,619 B8 IUnderseal I 23,643 I sy I $ 6.46 I $ 152,732 B118"Lime stabilized(8%),12"Compacted Subgrade 23,643 sy $ 18.99 $ 448,974 B13.X No Median 0 sf $ $ D4 (Sidewalk I 10,912 sy $ 50.00 $ 545,600 Paving Construction Cost Subtotal: $ 1,633,050 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 65,322 V Prep ROW 4% $ 65,322 V Traffic Control Construction Phase Traffic Control 3% $ 48,991 V Pavement Markings/Markers 5% $ 81,652 V Roadway Drainage Standard Internal System 35% $ 571,567 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 81,652 V Sewer Minor Adjustments 5% $ 81,652 V Landscaping(Basic) Sodding and Erosion Control 2% $ 32,661 V Illumination Standard Ilumination System 6% $ 97,983 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,461,482 Paving and Allowance Subtotal: $ 3,094,532 Construction Contingency: 20% $ 618,906 Construction Cost TOTAL: $ 3,714,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,714,000 Bonds: 5% $ 185,700 Engineering/Survey/Testing: 15% $ 557,100 Mobilization 10% $ 371,400 ROW/Easement Acquisition: IFALSE 1 15% $ 557,100 Project Cost TOTAL: $ 5,385,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Inro—rmatfo—rV Description: Project No. 3-AN Project Number: 3-AN This project consists of the construction of a completely new Limits: N-S PR Roadway 1 to FM 2292 roadway. Costing Class: Minor Arterial(Al) Length(If): 2,376 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 8,976 cy $ 16.91 $ 151,784 B7 1"Type'B'HMAC 17,160 sy $ 11.70 $ 200,772 B8 IUnderseal I 17,160 I sy I $ 6.46 I $ 110,854 B118"Lime stabilized(8%),12"Compacted Subgrade 17,160 sy $ 18.99 $ 325,868 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,920 sy $ 50.00 $ 396,000 Paving Construction Cost Subtotal: $ 1,185,278 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 47,411 V Prep ROW 4% $ 47,411 V Traffic Control Construction Phase Traffic Control 3% $ 35,558 V Pavement Markings/Markers 5% $ 59,264 V Roadway Drainage Standard Internal System 35% $ 414,847 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 59,264 V Sewer Minor Adjustments 5% $ 59,264 V Landscaping(Basic) Sodding and Erosion Control 2% $ 23,706 V Illumination Standard Ilumination System 6% $ 71,117 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 770,431 Paving and Allowance Subtotal: $ 1,955,709 Construction Contingency: 20% $ 391,142 Construction Cost TOTAL: $ 2,347,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,347,000 Bonds: 5% $ 117,350 Engineering/Survey/Testing: 15% $ 352,050 Mobilization 10% $ 234,700 ROW/Easement Acquisition: IFALSE 1 15% $ 352,050 Project Cost TOTAL: $ 3,403,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatro_n, "--�,, A?W1 Description: Project No. 3-AO Project Number: 3-AO This project consists of the construction of a completely new Limits: FM 2292 to N Clarkwood Rd roadway. Costing Class: Minor Arterial(Al) Length(If): 3,802 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 14,362 cy $ 16.91 $ 242,855 B7 1"Type'B'HMAC 27,456 sy $ 11.70 $ 321,235 B8 IUnderseal I 27,456 I sy I $ 6.46 I $ 177,366 B118"Lime stabilized(8%),12"Compacted Subgrade 27,456 sy $ 18.99 $ 521,389 B13.X No Median 0 sf $ $ D4 (Sidewalk I 12,672 sy $ 50.00 $ 633,600 Paving Construction Cost Subtotal: $ 1,896,445 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 75,858 V Prep ROW 4% $ 75,858 V Traffic Control Construction Phase Traffic Control 3% $ 56,893 V Pavement Markings/Markers 5% $ 94,822 V Roadway Drainage Standard Internal System 35% $ 663,756 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 94,822 V Sewer Minor Adjustments 5% $ 94,822 V Landscaping(Basic) Sodding and Erosion Control 2% $ 37,929 V Illumination Standard Ilumination System 6% $ 113,787 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,632,689 Paving and Allowance Subtotal: $ 3,529,134 Construction Contingency: 20% $ 705,827 Construction Cost TOTAL: $ 4,235,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,235,000 Bonds: 5% $ 211,750 Engineering/Survey/Testing: 15% $ 635,250 Mobilization 10% $ 423,500 ROW/Easement Acquisition: IFALSE 1 15% $ 635,250 Project Cost TOTAL: $ 6,141,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " ENGINEERS Rough Proportionality Study �n `= = / Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- A' Project Number: 3-AP This project consists of the construction of a completely new Limits: City Limits to N-S PR Roadway 1 roadway. Costing Class: Secondary Collector(C2) Length(If): 845 Service Area(s): Northwest 3 Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,112 cy $ 16.91 $ 35,714 B7 1"Type'B'HMAC 3,942 sy $ 11.70 $ 46,126 B8 IUnderseal I 3,942 I sy I $ 6.46 I $ 25,468 B118"Lime stabilized(8%),12"Compacted Subgrade 3,942 sy $ 18.99 $ 74,866 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,816 sy $ 50.00 $ 140,800 Paving Construction Cost Subtotal: $ 322,974 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 12,919 V Prep ROW 4% $ 12,919 V Traffic Control Construction Phase Traffic Control 3% $ 9,689 V Pavement Markings/Markers 5% $ 16,149 V Roadway Drainage Standard Internal System 35% $ 113,041 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 16,149 V Sewer Minor Adjustments 5% $ 16,149 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,459 V Illumination Standard Ilumination System 6% $ 19,378 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 209,933 Paving and Allowance Subtotal: $ 532,907 Construction Contingency: 20% $ 106,581 Construction Cost TOTAL: $ 640,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 640,000 Bonds: 5% $ 32,000 Engineering/Survey/Testing: 15% $ 96,000 Mobilization 10% $ 64,000 ROW/Easement Acquisition: IFALSE 1 15% $ 96,000 Project Cost TOTAL: $ 928,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " ENGINEERS Rough Proportionality Study �n `= = / Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project ,o • ■ 0 Project Number: 3-AQ This project consists of the construction of a completely new Limits: N-S PR Roadway 1 to FM 2292 roadway. Costing Class: Secondary Collector(C2) Length(If): 1,172 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,930 cy $ 16.91 $ 49,546 B7 1"Type'B'HMAC 5,469 sy $ 11.70 $ 63,991 B8 IUnderseal I 5,469 I sy I $ 6.46 I $ 35,332 B118"Lime stabilized(8%),12"Compacted Subgrade 5,469 sy $ 18.99 $ 103,863 B13.X No Median 0 sf $ $ D4 (Sidewalk I 3,907 sy $ 50.00 $ 195,333 Paving Construction Cost Subtotal: $ 448,065 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 17,923 V Prep ROW 4% $ 17,923 V Traffic Control Construction Phase Traffic Control 3% $ 13,442 V Pavement Markings/Markers 5% $ 22,403 V Roadway Drainage Standard Internal System 35% $ 156,823 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 22,403 V Sewer Minor Adjustments 5% $ 22,403 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,961 V Illumination Standard Ilumination System 6% $ 26,884 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 291,242 Paving and Allowance Subtotal: $ 739,308 Construction Contingency: 20% $ 147,862 Construction Cost TOTAL: $ 888,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 888,000 Bonds: 5% $ 44,400 Engineering/Survey/Testing: 15% $ 133,200 Mobilization 10% $ 88,800 ROW/Easement Acquisition: IFALSE 1 15% $ 133,200 Project Cost TOTAL: $ 1,288,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Information-'k* Description: Project No. 3-AR Project Number: 3-AR This project consists of the construction of a completely new Limits: FM 2292 to N Clarkwood Rd roadway. Costing Class: Secondary Collector(C2) Length(If): 3,960 Service Area(s): Northwest 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 9,900 cy $ 16.91 $ 167,409 B7 1"Type'B'HMAC 18,480 sy $ 11.70 $ 216,216 B8 IUnderseal I 18,480 I sy I $ 6.46 I $ 119,381 B118"Lime stabilized(8%),12"Compacted Subgrade 18,480 sy $ 18.99 $ 350,935 B13.X No Median 0 sf $ $ D4 (Sidewalk I 13,200 sy $ 50.00 $ 660,000 Paving Construction Cost Subtotal: $ 1,513,941 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 60,558 V Prep ROW 4% $ 60,558 V Traffic Control Construction Phase Traffic Control 3% $ 45,418 V Pavement Markings/Markers 5% $ 75,697 V Roadway Drainage Standard Internal System 35% $ 529,879 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 75,697 V Sewer Minor Adjustments 5% $ 75,697 V Landscaping(Basic) Sodding and Erosion Control 2% $ 30,279 V Illumination Standard Ilumination System 6% $ 90,836 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,384,062 Paving and Allowance Subtotal: $ 2,898,003 Construction Contingency: 20% $ 579,601 Construction Cost TOTAL: $ 3,478,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,478,000 Bonds: 5% $ 173,900 Engineering/Survey/Testing: 15% $ 521,700 Mobilization 10% $ 347,800 ROW/Easement Acquisition: IFALSE 1 15% $ 521,700 Project Cost TOTAL: $ 5,043,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 • • • Description: Project Number: 3-AS This project consists of the construction of a completely new Limits: 1070'S of Alpine St to CR 44 roadway. Costing Class: Primary Arterial(A3) Length(If): 2,491 Service Area(s): Northwest 3 Description New Project Roadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 11,486 cy $ 16.91 $ 194,233 B7 1"Type'B'HMAC 22,142 sy $ 11.70 $ 259,064 B8 IUnderseal I 22,142 I sy I $ 6.46 I $ 143,039 B11 8"Lime stabilized(8%),12"Compacted Subgrade 22,142 sy $ 18.99 $ 420,481 B13 lConcrete Median 12,455 sf $ 53.96 $ 672,072 D4 ISidewalk I 8,303 sy $ 50.00 $ 415,167 I I I I Paving Construction Cost Subtotal: $ 2,104,055 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 84,162 V Prep ROW 4% $ 84,162 V Traffic Control Construction Phase Traffic Control 3% $ 63,122 V Pavement Markings/Markers 5% $ 105,203 V Roadway Drainage Standard Internal System 35% $ 736,419 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 105,203 V Sewer Minor Adjustments 5% $ 105,203 V Landscaping(Basic) Sodding and Erosion Control 2% $ 42,081 V Illumination Standard Ilumination System 6% $ 126,243 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,367,636 Paving and Allowance Subtotal: $ 3,471,691 Construction Contingency: 20% $ 694,338 Construction Cost TOTAL: $ 4,167,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,167,000 Bonds: 5% $ 208,350 Engineering/Survey/Testing: 15% $ 625,050 Mobilization 10% $ 416,700 ROW/Easement Acquisition: IFALSE 1 15% $ 625,050 Project Cost TOTAL: $ 6,042,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-A This project consists of the reconstruction of an existing Limits: Corn Products Rd to Benys Rd/N Lexington Blvd roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,680 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,636 cy $ 16.91 $ 146,027 B7 1"Type'B'HMAC 16,378 sy $ 11.70 $ 191,620 B8 JUnderseal 16,378 1 sy 1 $ 6.46 $ 105,800 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,378 sy $ 18.99 $ 311,014 B13 lConcrete Median 10,720 sf $ 53.96 $ 578,451 D4 ISidewalk 8,933 sy $ 50.00 $ 446,667 Paving Construction Cost Subtotal: $ 1,779,580 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 71,183 V Prep ROW 4% $ 71,183 V Traffic Control Construction Phase Traffic Control 3% $ 53,387 V Pavement Markings/Markers 5% $ 88,979 V Roadway Drainage Standard Internal System 35% $ 622,853 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 88,979 V Sewer Minor Adjustments 5% $ 88,979 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,592 V Illumination Standard Ilumination System 6% $ 106,775 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,556,727 Paving and Allowance Subtotal: $ 3,336,306 Construction Contingency: 20% $ 667,261 Construction Cost TOTAL: $ 4,0041 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,004,000 Bonds: 5% $ 200,200 Engineering/Survey/Testing: 15% $ 600,600 Mobilization 10% $ 400,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 600,600 Project Cost TOTAL:1 $ 5,806,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-13 This project consists of the reconstruction of an existing Limits: Benys Rd/N Lexington Blvd to Lantana St roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,706 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,719 cy $ 16.91 $ 147,444 B7 1"Type'B'HMAC 16,537 sy $ 11.70 $ 193,479 B8 JUnderseal 16,537 1 sy 1 $ 6.46 $ 106,827 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,537 sy $ 18.99 $ 314,031 B13 lConcrete Median 10,824 sf $ 53.96 $ 584,063 D4 ISidewalk 9,020 sy $ 50.00 $ 451,000 Paving Construction Cost Subtotal: $ 1,796,844 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 71,874 V Prep ROW 4% $ 71,874 V Traffic Control Construction Phase Traffic Control 3% $ 53,905 V Pavement Markings/Markers 5% $ 89,842 V Roadway Drainage Standard Internal System 35% $ 628,895 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 89,842 V Sewer Minor Adjustments 5% $ 89,842 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,937 V Illumination Standard Ilumination System 6% $ 107,811 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,567,949 Paving and Allowance Subtotal: $ 3,364,793 Construction Contingency: 20% $ 672,959 Construction Cost TOTAL: $ 4,038,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,038,000 Bonds: 5% $ 201,900 Engineering/Survey/Testing: 15% $ 605,700 Mobilization 10% $ 403,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 605,700 Project Cost TOTAL:1 $ 5,855,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-C This project consists of the reconstruction of an existing Limits: Lantana St to N Padre Island Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 782 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,520 cy $ 16.91 $ 42,609 B7 1"Type'B'HMAC 4,779 sy $ 11.70 $ 55,913 B8 Underseal 4,779 1 sy 1 $ 6.46 $ 30,872 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,779 sy $ 18.99 $ 90,751 B13 lConcrete Median 3,128 sf $ 53.96 $ 168,787 D4 ISidewalk 2,607 sy $ 50.00 $ 130,333 Paving Construction Cost Subtotal: $ 519,265 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 20,771 V Prep ROW 4% $ 20,771 V Traffic Control Construction Phase Traffic Control 3% $ 15,578 V Pavement Markings/Markers 5% $ 25,963 V Roadway Drainage Standard Internal System 35% $ 181,743 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 25,963 V Sewer Minor Adjustments 5% $ 25,963 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,385 V Illumination Standard Ilumination System 6% $ 31,156 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 337,522 Paving and Allowance Subtotal: $ 856,788 Construction Contingency: 20% $ 171,358 Construction Cost TOTAL: $ 1,029,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,029,000 Bonds: 5% $ 51,450 Engineering/Survey/Testing: 15% $ 154,350 Mobilization 10% $ 102,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 154,350 Project Cost TOTAL:1 $ 1,492,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-D This project consists of the reconstruction of an existing Limits: N Clarkwood Rd to Manning Rd roadway. Costing Class: Minor Arterial(Al) Length(If): 4,165 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 15,734 cy $ 16.91 $ 266,069 B7 1"Type'B'HMAC 30,081 sy $ 11.70 $ 351,943 B8 JUnderseal 30,081 1 sy 1 $ 6.46 $ 194,320 B11 8"Lime stabilized(8%),12"Compacted Subgrade 30,081 sy $ 18.99 $ 571,230 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 13,883 sy $ 50.00 $ 694,167 Paving Construction Cost Subtotal: $ 2,077,729 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 83,109 V Prep ROW 4% $ 83,109 V Traffic Control Construction Phase Traffic Control 3% $ 62,332 V Pavement Markings/Markers 5% $ 103,886 V Roadway Drainage Standard Internal System 35% $ 727,205 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 103,886 V Sewer Minor Adjustments 5% $ 103,886 V Landscaping(Basic) Sodding and Erosion Control 2% $ 41,555 V Illumination Standard Ilumination System 6% $ 124,664 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,750,524 Paving and Allowance Subtotal: $ 3,828,252 Construction Contingency: 20% $ 765,650 Construction Cost TOTAL: $ 4,594,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,594,000 Bonds: 5% $ 229,700 Engineering/Survey/Testing: 15% $ 689,100 Mobilization 10% $ 459,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 689,100 Project Cost TOTAL:1 $ 6,661,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 • • • Description: Project Number: 4-E This project consists of the reconstruction of an existing Limits: Manning Rd to Rhew Rd roadway. Costing Class: Minor Arterial(Al) Length(If): 2,045 Service Area(s): CC Airport 1 Description Expansion Project ... No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,726 cy $ 16.91 $ 130,639 B7 1"Type'B'HMAC 14,769 sy $ 11.70 $ 172,803 B8 Underseal 14,769 sy $ 6.46 $ 95,411 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,769 sy $ 18.99 $ 280,472 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 6,817 sy $ 50.00 $ 340,833 Paving Construction Cost Subtotal: $ 1,020,157 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 40,806 V Prep ROW 4% $ 40,806 V Traffic Control Construction Phase Traffic Control 3% $ 30,605 V Pavement Markings/Markers 5% $ 51,008 V Roadway Drainage Standard Internal System 35% $ 357,055 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 51,008 V Sewer Minor Adjustments 5% $ 51,008 V Landscaping(Basic) Sodding and Erosion Control 2% $ 20,403 V Illumination Standard Ilumination System 6% $ 61,209 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 663,102 Paving and Allowance Subtotal: $ 1,683,260 Construction Contingency: 20% $ 336,652 Construction Cost TOTAL: $ 2,020,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,020,000 Bonds: 5% $ 101,000 Engineering/Survey/Testing: 15% $ 303,000 Mobilization 10% $ 202,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 303,000 Project Cost TOTAL:1 $ 2,929,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-F This project consists of the reconstruction of an existing Limits: Rhew Rd to Southern Minerals Rd roadway. Costing Class: Minor Arterial(Al) Length(If): 4,547 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 17,178 cy $ 16.91 $ 290,472 B7 1"Type'B'HMAC 32,839 sy $ 11.70 $ 384,222 B8 JUnderseal 32,839 1 sy 1 $ 6.46 $ 212,143 B11 8"Lime stabilized(8%),12"Compacted Subgrade 32,839 sy $ 18.99 $ 623,621 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 15,157 sy $ 50.00 $ 757,833 Paving Construction Cost Subtotal: $ 2,268,291 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 90,732 V Prep ROW 4% $ 90,732 V Traffic Control Construction Phase Traffic Control 3% $ 68,049 V Pavement Markings/Markers 5% $ 113,415 V Roadway Drainage Standard Internal System 35% $ 793,902 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 113,415 V Sewer Minor Adjustments 5% $ 113,415 V Landscaping(Basic) Sodding and Erosion Control 2% $ 45,366 V Illumination Standard Ilumination System 6% $ 136,097 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,874,389 Paving and Allowance Subtotal: $ 4,142,680 Construction Contingency: 20% $ 828,536 Construction Cost TOTAL: $ 4,972,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,972,000 Bonds: 5% $ 248,600 Engineering/Survey/Testing: 15% $ 745,800 Mobilization 10% $ 497,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 745,800 Project Cost TOTAL:1 $ 7,209,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-G This project consists of the reconstruction of an existing Limits: N Clarkwood Rd to Manning Rd roadway. Costing Class: Collector(Cl) Length(If): 4,161 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,171 cy $ 16.91 $ 171,997 B6 1"Type'D'HMAC 18,956 sy $ 13.78 $ 261,209 B8 JUnderseal 18,956 1 sy 1 $ 6.46 $ 122,454 B12 12"Compacted Subgrade 19,880 sy $ 5.65 $ 112,324 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 13,870 sy $ 50.00 $ 693,500 Paving Construction Cost Subtotal: $ 1,361,484 Major Construction Component Allowances: - Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 54,459 V Prep ROW 4% $ 54,459 V Traffic Control Construction Phase Traffic Control 3% $ 40,845 V Pavement Markings/Markers 5% $ 68,074 V Roadway Drainage Standard Internal System 35% $ 476,519 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 68,074 V Sewer Minor Adjustments 5% $ 68,074 V Landscaping(Basic) Sodding and Erosion Control 2% $ 27,230 V Illumination Standard Ilumination System 6% $ 81,689 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,284,964 Paving and Allowance Subtotal: $ 2,646,448 Construction Contingency: 20% $ 529,290 Construction Cost TOTAL: $ 3,176,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,176,000 Bonds: 5% $ 158,800 Engineering/Survey/Testing: 15% $ 476,400 Mobilization 10% $ 317,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 476,400 Project Cost TOTAL:1 $ 4,605,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-H This project consists of the reconstruction of an existing Limits: Railroad to Corn Products Rd roadway. Costing Class: Primary Collector(0) Length(If): 2,699 Service Area(s): CC Airport 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,097 cy $ 16.91 $ 136,920 B7 1"Type'B'HMAC 15,294 sy $ 11.70 $ 178,944 B8 Underseal 15,294 sy $ 6.46 $ 98,801 B11 8"Lime stabilized(8%),12"Compacted Subgrade 15,294 sy $ 18.99 $ 290,439 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,997 sy $ 50.00 $ 449,833 Paving Construction Cost Subtotal: $ 1,154,938 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 46,198 V Prep ROW 4% $ 46,198 V Traffic Control Construction Phase Traffic Control 3% $ 34,648 V Pavement Markings/Markers 5% $ 57,747 V Roadway Drainage Standard Internal System 35% $ 404,228 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 57,747 V Sewer Minor Adjustments 5% $ 57,747 V Landscaping(Basic) Sodding and Erosion Control 2% $ 23,099 V Illumination Standard Ilumination System 6% $ 69,296 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,150,710 Paving and Allowance Subtotal: $ 2,305,648 Construction Contingency: 20% $ 461,130 Construction Cost TOTAL: $ 2,767,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,767,000 Bonds: 5% $ 138,350 Engineering/Survey/Testing: 15% $ 415,050 Mobilization 10% $ 276,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 415,050 Project Cost TOTAL:1 $ 4,012,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-1 This project consists of the reconstruction of an existing Limits: Corn Products Rd to N Lexington Blvd roadway. Costing Class: Primary Collector(0) Length(If): 5,318 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 15,954 cy $ 16.91 $ 269,782 B7 1"Type'B'HMAC 30,135 sy $ 11.70 $ 352,583 B8 JUnderseal 30,135 1 sy 1 $ 6.46 $ 194,674 B11 8"Lime stabilized(8%),12"Compacted Subgrade 30,135 sy $ 18.99 $ 572,270 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 17,727 sy $ 50.00 $ 886,333 Paving Construction Cost Subtotal: $ 2,275,643 Major Construction Component Allowances: I%: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 91,026 V Prep ROW 4% $ 91,026 V Traffic Control Construction Phase Traffic Control 3% $ 68,269 V Pavement Markings/Markers 5% $ 113,782 V Roadway Drainage Standard Internal System 35% $ 796,475 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 113,782 V Sewer Minor Adjustments 5% $ 113,782 V Landscaping(Basic) Sodding and Erosion Control 2% $ 45,513 V Illumination Standard Ilumination System 6% $ 136,539 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 800,000 Other: $0 $ - Allowance Subtotal: $ 2,279,168 Paving and Allowance Subtotal: $ 4,554,811 Construction Contingency: 20% $ 910,962 Construction Cost TOTAL: $ 5,466,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,466,000 Bonds: 5% $ 273,300 Engineering/Survey/Testing: 15% $ 819,900 Mobilization 10% $ 546,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 819,900 Project Cost TOTAL:1 $ 7,926,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-J This project consists of the reconstruction of an existing Limits: Alpine St to Sedwick Rd roadway. Costing Class: Collector(Cl) Length(If): 2,678 Service Area(s): CC Airport 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,546 cy $ 16.91 $ 110,697 B6 1"Type'D'HMAC 12,200 sy $ 13.78 $ 168,113 B8 JUnderseal 12,200 1 sy 1 $ 6.46 $ 78,811 B12 12"Compacted Subgrade 12,795 sy $ 5.65 $ 72,291 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,927 sy $ 50.00 $ 446,333 Paving Construction Cost Subtotal: $ 876,245 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 35,050 V Prep ROW 4% $ 35,050 V Traffic Control Construction Phase Traffic Control 3% $ 26,287 V Pavement Markings/Markers 5% $ 43,812 V Roadway Drainage Standard Internal System 35% $ 306,686 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 43,812 V Sewer Minor Adjustments 5% $ 43,812 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,525 V Illumination Standard Ilumination System 6% $ 52,575 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 969,559 Paving and Allowance Subtotal: $ 1,845,804 Construction Contingency: 20% $ 369,161 Construction Cost TOTAL: $ 2,215,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,215,000 Bonds: 5% $ 110,750 Engineering/Survey/Testing: 15% $ 332,250 Mobilization 10% $ 221,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 332,250 Project Cost TOTAL:1 $ 3,212,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-K This project consists of the reconstruction of an existing Limits: Sedwick Rd to 870'S of Caroline Rd roadway. Costing Class: Collector(Cl) Length(If): 3,270 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,993 cy $ 16.91 $ 135,167 B6 1"Type'D'HMAC 14,897 sy $ 13.78 $ 205,276 B8 JUnderseal 14,897 1 sy 1 $ 6.46 $ 96,232 B12 12"Compacted Subgrade 15,623 sy $ 5.65 $ 88,272 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 10,900 sy $ 50.00 $ 545,000 Paving Construction Cost Subtotal: $ 1,069,948 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 42,798 V Prep ROW 4% $ 42,798 V Traffic Control Construction Phase Traffic Control 3% $ 32,098 V Pavement Markings/Markers 5% $ 53,497 V Roadway Drainage Standard Internal System 35% $ 374,482 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 53,497 V Sewer Minor Adjustments 5% $ 53,497 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,399 V Illumination Standard Ilumination System 6% $ 64,197 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,095,466 Paving and Allowance Subtotal: $ 2,165,414 Construction Contingency: 20% $ 433,083 Construction Cost TOTAL: $ 2,599,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,599,000 Bonds: 5% $ 129,950 Engineering/Survey/Testing: 15% $ 389,850 Mobilization 10% $ 259,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 389,850 Project Cost TOTAL:1 $ 3,769,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-L This project consists of the reconstruction of an existing Limits: 870'S of Caroline Rd to Leopard St roadway. Costing Class: Collector(Cl) Length(If): 4,250 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,389 cy $ 16.91 $ 175,676 B6 1"Type'D'HMAC 19,361 sy $ 13.78 $ 266,796 B8 JUnderseal 19,361 1 sy 1 $ 6.46 $ 125,073 B12 12"Compacted Subgrade 20,306 sy $ 5.65 $ 114,726 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 14,167 sy $ 50.00 $ 708,333 Paving Construction Cost Subtotal: $ 1,390,605 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 55,624 V Prep ROW 4% $ 55,624 V Traffic Control Construction Phase Traffic Control 3% $ 41,718 V Pavement Markings/Markers 5% $ 69,530 V Roadway Drainage Standard Internal System 35% $ 486,712 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 69,530 V Sewer Minor Adjustments 5% $ 69,530 V Landscaping(Basic) Sodding and Erosion Control 2% $ 27,812 V Illumination Standard Ilumination System 6% $ 83,436 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,303,893 Paving and Allowance Subtotal: $ 2,694,498 Construction Contingency: 20% $ 538,900 Construction Cost TOTAL: $ 3,2341 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,234,000 Bonds: 5% $ 161,700 Engineering/Survey/Testing: 15% $ 485,100 Mobilization 10% $ 323,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 485,100 Project Cost TOTAL:1 $ 4,689,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-M This project consists of the reconstruction of an existing Limits: Leopard St to IH 37 roadway. Costing Class: Collector(Cl) Length(If): 2,402 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,872 cy $ 16.91 $ 99,288 B6 1"Type'D'HMAC 10,942 sy $ 13.78 $ 150,787 B8 JUnderseal 10,942 1 sy 1 $ 6.46 $ 70,688 B12 12"Compacted Subgrade 11,476 sy $ 5.65 $ 64,841 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,007 sy $ 50.00 $ 400,333 Paving Construction Cost Subtotal: $ 785,937 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 31,437 V Prep ROW 4% $ 31,437 V Traffic Control Construction Phase Traffic Control 3% $ 23,578 V Pavement Markings/Markers 5% $ 39,297 V Roadway Drainage Standard Internal System 35% $ 275,078 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 39,297 V Sewer Minor Adjustments 5% $ 39,297 V Landscaping(Basic) Sodding and Erosion Control 2% $ 15,719 V Illumination Standard Ilumination System 6% $ 47,156 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 510,859 Paving and Allowance Subtotal: $ 1,296,796 Construction Contingency: 20% $ 259,359 Construction Cost TOTAL: $ 1,557,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,557,000 Bonds: 5% $ 77,850 Engineering/Survey/Testing: 15% $ 233,550 Mobilization 10% $ 155,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 233,550 Project Cost TOTAL:1 $ 2,258,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-N This project consists of the reconstruction of an existing Limits: IH 37 to Up River Rd roadway. Costing Class: Collector(Cl) Length(If): 1,120 Service Area(s): CC Airport 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,738 cy $ 16.91 $ 46,296 B6 1"Type'D'HMAC 5,102 sy $ 13.78 $ 70,309 B8 JUnderseal 5,102 1 sy 1 $ 6.46 $ 32,960 B12 12"Compacted Subgrade 5,351 sy $ 5.65 $ 30,234 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 3,733 sy $ 50.00 $ 186,667 Paving Construction Cost Subtotal: $ 366,465 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 14,659 V Prep ROW 4% $ 14,659 V Traffic Control Construction Phase Traffic Control 3% $ 10,994 V Pavement Markings/Markers 5% $ 18,323 V Roadway Drainage Standard Internal System 35% $ 128,263 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 18,323 V Sewer Minor Adjustments 5% $ 18,323 V Landscaping(Basic) Sodding and Erosion Control 2% $ 7,329 V Illumination Standard Ilumination System 6% $ 21,988 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 238,202 Paving and Allowance Subtotal: $ 604,668 Construction Contingency: 20% $ 120,934 Construction Cost TOTAL: $ 726,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 726,000 Bonds: 5% $ 36,300 Engineering/Survey/Testing: 15% $ 108,900 Mobilization 10% $ 72,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 108,900 Project Cost TOTAL:1 $ 1,053,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- • Project Number: 4-0 This project consists of the reconstruction of an existing Limits: 970'West of N Clarkwood Rd to N Clarkwood Rd roadway. Costing Class: Primary Collector(0) Length(If): 970 Service Area(s): CC Airport 1 Description Expansion Project oadway Construction • • • No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 2,910 cy $ 16.91 $ 49,208 B7 1"Type'B'HMAC 5,497 sy $ 11.70 $ 64,311 B8 JUnderseal 5,497 1 sy 1 $ 6.46 $ 35,508 B11 8"Lime stabilized(8%),12"Compacted Subgrade 5,497 sy 1 $ 18.99 $ 104,382 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 3,233 sy $ 50.00 $ 161,667 Paving Construction Cost Subtotal: $ 415,076 Major Construction Component Allowances: a Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 16,603 V Prep ROW 4% $ 16,603 V Traffic Control Construction Phase Traffic Control 3% $ 12,452 V Pavement Markings/Markers 5% $ 20,754 V Roadway Drainage Standard Internal System 35% $ 145,277 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 20,754 V Sewer Minor Adjustments 5% $ 20,754 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,302 V Illumination Standard Ilumination System 6% $ 24,905 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 269,799 Paving and Allowance Subtotal: $ 684,875 Construction Contingency: Q070 $ 136,975 Construction Cost TOT $ 822,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 822,000 Bonds: 5% $ 41,100 Engineering/Survey/Testing: 15% $ 123,300 Mobilization 10% $ 82,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 123,300 Project Cost TOTAL:1 $ 1,192,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-P This project consists of the reconstruction of an existing Limits: N Clarkwood Rd to 1110'East of N Clarkwood Rd roadway. Costing Class: Primary Collector(0) Length(If): 1,110 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,330 cy $ 16.91 $ 56,310 B7 1"Type'B'HMAC 6,290 sy $ 11.70 $ 73,593 B8 JUnderseal 6,290 1 sy 1 $ 6.46 $ 40,633 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,290 sy $ 18.99 $ 119,447 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 3,700 sy $ 50.00 $ 185,000 Paving Construction Cost Subtotal: $ 474,984 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 18,999 V Prep ROW 4% $ 18,999 V Traffic Control Construction Phase Traffic Control 3% $ 14,250 V Pavement Markings/Markers 5% $ 23,749 V Roadway Drainage Standard Internal System 35% $ 166,244 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 23,749 V Sewer Minor Adjustments 5% $ 23,749 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,500 V Illumination Standard Ilumination System 6% $ 28,499 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 308,739 Paving and Allowance Subtotal: $ 783,723 Construction Contingency: 20% $ 156,745 Construction Cost TOTAL: $ 941,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 941,000 Bonds: 5% $ 47,050 Engineering/Survey/Testing: 15% $ 141,150 Mobilization 10% $ 94,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 141,150 Project Cost TOTAL:1 $ 1,364,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: 11 Project Number: 4-Q This project consists of the reconstruction of an existing Limits: Up River Rd to IH 37 roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,244 Service Area(s): CC Airport 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 4,008 cy $ 16.91 $ 67,783 B7 1"Type'B'HMAC 7,602 sy $ 11.70 $ 88,946 B8 JUnderseal 7,602 1 sy 1 $ 6.46 $ 49,110 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,602 sy 1 $ 18.99 $ 144,366 B13 lConcrete Median 4,976 sf $ 53.96 $ 268,505 D4 ISidewalk 4,147 sy $ 50.00 $ 207,333 Paving Construction Cost Subtotal: $ 826,044 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 33,042 V Prep ROW 4% $ 33,042 V Traffic Control Construction Phase Traffic Control 3% $ 24,781 V Pavement Markings/Markers 5% $ 41,302 V Roadway Drainage Standard Internal System 35% $ 289,115 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 41,302 V Sewer Minor Adjustments 5% $ 41,302 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,521 V Illumination Standard Ilumination System 6% $ 49,563 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 536,928 Paving and Allowance Subtotal: $ 1,362,972 Construction Contingency: 20% $ 272,594 Construction Cost TOTAL: $ 1,636,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,636,000 Bonds: 5% $ 81,800 Engineering/Survey/Testing: 15% $ 245,400 Mobilization 10% $ 163,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 245,400 Project Cost TOTAL:1 $ 2,372,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-11 This project consists of the reconstruction of an existing Limits: IH 37 to Leopard St roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,444 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,875 cy $ 16.91 $ 133,168 B7 1"Type'B'HMAC 14,936 sy $ 11.70 $ 174,746 B8 JUnderseal 14,936 1 sy 1 $ 6.46 $ 96,484 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,936 sy $ 18.99 $ 283,626 B13 lConcrete Median 9,776 sf $ 53.96 $ 527,513 D4 ISidewalk 8,147 sy $ 50.00 $ 407,333 Paving Construction Cost Subtotal: $ 1,622,870 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 64,975- V Prep ROW 4% $ 64,915 V Traffic Control Construction Phase Traffic Control 3% $ 48,686 V Pavement Markings/Markers 5% $ 81,144 V Roadway Drainage Standard Internal System 35% $ 568,005 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 81,144 V Sewer Minor Adjustments 5% $ 81,144 V Landscaping(Basic) Sodding and Erosion Control 2% $ 32,457 V Illumination Standard Ilumination System 6% $ 97,372 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,054,866 Paving and Allowance Subtotal: $ 2,677,736 Construction Contingency: 20% $ 535,547 Construction Cost TOTAL: $ 3,2141 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,214,000 Bonds: 5% $ 160,700 Engineering/Survey/Testing: 15% $ 482,100 Mobilization 10% $ 321,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 482,100 Project Cost TOTAL:1 $ 4,660,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-S This project consists of the reconstruction of an existing Limits: Up River Rd to IH 37 roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,601 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,381 cy $ 16.91 $ 141,723 B7 1"Type'B'HMAC 15,895 sy $ 11.70 $ 185,972 B8 JUnderseal 15,895 1 sy 1 $ 6.46 $ 102,682 B11 8"Lime stabilized(8%),12"Compacted Subgrade 15,895 sy $ 18.99 $ 301,846 B13 lConcrete Median 10,404 sf $ 53.96 $ 561,400 D4 ISidewalk 8,670 sy $ 50.00 $ 433,500 Paving Construction Cost Subtotal: $ 1,727,122 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 69,085 V Prep ROW 4% $ 69,085 V Traffic Control Construction Phase Traffic Control 3% $ 51,814 V Pavement Markings/Markers 5% $ 86,356 V Roadway Drainage Standard Internal System 35% $ 604,493 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 86,356 V Sewer Minor Adjustments 5% $ 86,356 V Landscaping(Basic) Sodding and Erosion Control 2% $ 34,542 V Illumination Standard Ilumination System 6% $ 103,627 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,122,629 Paving and Allowance Subtotal: $ 2,849,751 Construction Contingency: 20% $ 569,950 Construction Cost TOTAL: $ 3,420,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,420,000 Bonds: 5% $ 171,000 Engineering/Survey/Testing: 15% $ 513,000 Mobilization 10% $ 342,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 513,000 Project Cost TOTAL:1 $ 4,959,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-T This project consists of the reconstruction of an existing Limits: IH 37 to Leopard St roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,308 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,215 cy $ 16.91 $ 71,270 B7 1"Type'B'HMAC 7,993 sy $ 11.70 $ 93,522 B8 JUnderseal 7,993 1 sy 1 $ 6.46 $ 51,637 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,993 sy $ 18.99 $ 151,793 B13 lConcrete Median 5,232 sf $ 53.96 $ 282,319 D4 ISidewalk 4,360 sy $ 50.00 $ 218,000 Paving Construction Cost Subtotal: $ 868,541 Major Construction Component Allowances: - Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 34,742 V Prep ROW 4% $ 34,742 V Traffic Control Construction Phase Traffic Control 3% $ 26,056 V Pavement Markings/Markers 5% $ 43,427 V Roadway Drainage Standard Internal System 35% $ 303,989 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 43,427 V Sewer Minor Adjustments 5% $ 43,427 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,371 V Illumination Standard Ilumination System 6% $ 52,112 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 564,552 Paving and Allowance Subtotal: $ 1,433,093 Construction Contingency: 20% $ 286,619 Construction Cost TOTAL: $ 1,720,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,720,000 Bonds: 5% $ 86,000 Engineering/Survey/Testing: 15% $ 258,000 Mobilization 10% $ 172,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 258,000 Project Cost TOTAL:1 $ 2,494,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-U This project consists of the reconstruction of an existing Limits: Leopard St to Sedwick Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,530 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,152 cy $ 16.91 $ 137,854 B7 1"Type'B'HMAC 15,461 sy $ 11.70 $ 180,895 B8 JUnderseal 15,461 1 sy 1 $ 6.46 $ 99,879 B11 8"Lime stabilized(8%),12"Compacted Subgrade 15,461 sy $ 18.99 $ 293,607 B13 lConcrete Median 10,120 sf $ 53.96 $ 546,075 D4 ISidewalk 8,433 sy $ 50.00 $ 421,667 Paving Construction Cost Subtotal: $ 1,679,976 Major Construction Component Allowances: - Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 67,199 V Prep ROW 4% $ 67,199 V Traffic Control Construction Phase Traffic Control 3% $ 50,399 V Pavement Markings/Markers 5% $ 83,999 V Roadway Drainage Standard Internal System 35% $ 587,992 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 83,999 V Sewer Minor Adjustments 5% $ 83,999 V Landscaping(Basic) Sodding and Erosion Control 2% $ 33,600 V Illumination Standard Ilumination System 6% $ 100,799 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,091,985 Paving and Allowance Subtotal: $ 2,771,961 Construction Contingency: 20% $ 554,392 Construction Cost TOTAL: $ 3,327,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,327,000 Bonds: 5% $ 166,350 Engineering/Survey/Testing: 15% $ 499,050 Mobilization 10% $ 332,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 499,050 Project Cost TOTAL:1 $ 4,824,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-V This project consists of the reconstruction of an existing Limits: Leopard St to Lantana St roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,302 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,640 cy $ 16.91 $ 179,919 B7 1"Type'B'HMAC 20,179 sy $ 11.70 $ 236,093 B8 JUnderseal 20,179 1 sy 1 $ 6.46 $ 130,356 B11 8"Lime stabilized(8%),12"Compacted Subgrade 20,179 sy $ 18.99 $ 383,197 B13 lConcrete Median 13,208 sf $ 53.96 $ 712,704 D4 ISidewalk 11,007 sy $ 50.00 $ 550,333 Paving Construction Cost Subtotal: $ 2,192,601 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 87,774- V Prep ROW 4% $ 87,704 V Traffic Control Construction Phase Traffic Control 3% $ 65,778 V Pavement Markings/Markers 5% $ 109,630 V Roadway Drainage Standard Internal System 35% $ 767,410 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 109,630 V Sewer Minor Adjustments 5% $ 109,630 V Landscaping(Basic) Sodding and Erosion Control 2% $ 43,852 V Illumination Standard Ilumination System 6% $ 131,556 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,825,191 Paving and Allowance Subtotal: $ 4,017,792 Construction Contingency: 20% $ 803,558 Construction Cost TOTAL: $ 4,822,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,822,000 Bonds: 5% $ 241,100 Engineering/Survey/Testing: 15% $ 723,300 Mobilization 10% $ 482,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 723,300 Project Cost TOTAL:1 $ 6,992,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-W This project consists of the reconstruction of an existing Limits: Lantana St to Hopkins Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,470 Service Area(s): CC Airport 1 Description Expansion Project oadway Construction • Projection M No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,737 cy $ 16.91 $ 80,097 B7 1"Type'B'HMAC 8,983 sy $ 11.70 $ 105,105 B8 JUnderseal 8,983 1 sy 1 $ 6.46 $ 58,032 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,983 sy 1 $ 18.99 $ 170,594 B13 lConcrete Median 5,880 sf $ 53.96 $ 317,285 D4 ISidewalk 4,900 sy $ 50.00 $ 245,000 Paving Construction Cost Subtotal: $ 976,113 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 39,045 V Prep ROW 4% $ 39,045 V Traffic Control Construction Phase Traffic Control 3% $ 29,283 V Pavement Markings/Markers 5% $ 48,806 V Roadway Drainage Standard Internal System 35% $ 341,639 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 48,806 V Sewer Minor Adjustments 5% $ 48,806 V Landscaping(Basic) Sodding and Erosion Control 2% $ 19,522 V Illumination Standard Ilumination System 6% $ 58,567 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 634,473 Paving and Allowance Subtotal: $ 1,610,586 Construction Contingency: 20% $ 322,117 Construction Cost TOTAL: $ 1,933,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,933,000 Bonds: 5% $ 96,650 Engineering/Survey/Testing: 15% $ 289,950 Mobilization 10% $ 193,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 289,950 Project Cost TOTAL:1 $ 2,803,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-X This project consists of the reconstruction of an existing Limits: Leopard St to Hopkins Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 4,879 Service Area(s): CC Airport 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 15,721 cy $ 16.91 $ 265,846 B7 1"Type'B'HMAC 29,816 sy $ 11.70 $ 348,849 B8 Underseal 29,816 sy $ 6.46 $ 192,612 B11 8"Lime stabilized(8%),12"Compacted Subgrade 29,816 sy $ 18.99 $ 566,208 B13 lConcrete Median 19,516 sf $ 53.96 $ 1,053,083 D4 ISidewalk 16,263 sy $ 50.00 $ 813,167 Paving Construction Cost Subtotal: $ 3,239,764 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 129,571- V Prep ROW 4% $ 129,591 V Traffic Control Construction Phase Traffic Control 3% $ 97,193 V Pavement Markings/Markers 5% $ 161,988 V Roadway Drainage Standard Internal System 35% $ 1,133,918 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 161,988 V Sewer Minor Adjustments 5% $ 161,988 V Landscaping(Basic) Sodding and Erosion Control 2% $ 64,795 V Illumination Standard Ilumination System 6% $ 194,386 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,505,847 Paving and Allowance Subtotal: $ 5,745,611 Construction Contingency: 20% $ 1,149,122 Construction Cost TOTAL: $ 6,895,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 6,895,000 Bonds: 5% $ 344,750 Engineering/Survey/Testing: 15% $ 1,034,250 Mobilization 10% $ 689,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 1,034,250 Project Cost TOTAL:1 $ 9,998,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-Y This project consists of the reconstruction of an existing Limits: Sedwick Rd to Alpine Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,664 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,584 cy $ 16.91 $ 145,155 B7 1"Type'B'HMAC 16,280 sy $ 11.70 $ 190,476 B8 JUnderseal 16,280 1 sy 1 $ 6.46 $ 105,169 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,280 sy $ 18.99 $ 309,157 B13 lConcrete Median 10,656 sf $ 53.96 $ 574,998 D4 ISidewalk 8,880 sy $ 50.00 $ 444,000 Paving Construction Cost Subtotal: $ 1,768,955 Major Construction Component Allowances: III% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,758 V Prep ROW 4% $ 70,758 V Traffic Control Construction Phase Traffic Control 3% $ 53,069 V Pavement Markings/Markers 5% $ 88,448 V Roadway Drainage Standard Internal System 35% $ 619,134 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 88,448 V Sewer Minor Adjustments 5% $ 88,448 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,379 V Illumination Standard Ilumination System 6% $ 106,137 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,549,821 Paving and Allowance Subtotal: $ 3,318,776 Construction Contingency: 20% $ 663,755 Construction Cost TOTAL: $ 3,983,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,983,000 Bonds: 5% $ 199,150 Engineering/Survey/Testing: 15% $ 597,450 Mobilization 10% $ 398,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 597,450 Project Cost TOTAL:1 $ 5,775,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-Z This project consists of the reconstruction of an existing Limits: Alpine Rd to Railroad roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,922 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,415 cy $ 16.91 $ 159,213 B7 1"Type'B'HMAC 17,857 sy $ 11.70 $ 208,923 B8 JUnderseal 17,857 1 sy 1 $ 6.46 $ 115,354 B11 8"Lime stabilized(8%),12"Compacted Subgrade 17,857 sy $ 18.99 $ 339,098 B13 lConcrete Median 11,688 sf $ 53.96 $ 630,684 D4 ISidewalk 9,740 sy $ 50.00 $ 487,000 Paving Construction Cost Subtotal: $ 1,940,273 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 77,671- V Prep ROW 4% $ 77,611 V Traffic Control Construction Phase Traffic Control 3% $ 58,208 V Pavement Markings/Markers 5% $ 97,014 V Roadway Drainage Standard Internal System 35% $ 679,096 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 97,014 V Sewer Minor Adjustments 5% $ 97,014 V Landscaping(Basic) Sodding and Erosion Control 2% $ 38,805 V Illumination Standard Ilumination System 6% $ 116,416 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,661,177 Paving and Allowance Subtotal: $ 3,601,450 Construction Contingency: 20% $ 720,290 Construction Cost TOTAL: $ 4,322,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,322,000 Bonds: 5% $ 216,100 Engineering/Survey/Testing: 15% $ 648,300 Mobilization 10% $ 432,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 648,300 Project Cost TOTAL:1 $ 6,267,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-AA This project consists of the reconstruction of an existing Limits: Railroad to TX-44 roadway. Costing Class: Secondary Arterial(A2) Length(If): 210 Service Area(s): CC Airport 1 Description Expansion Project No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 677 cy $ 16.91 $ 11,442 B7 1"Type'B'HMAC 1,283 sy $ 11.70 $ 15,015 B8 JUnderseal 1,283 1 sy 1 $ 6.46 $ 8,290 B11 8"Lime stabilized(8%),12"Compacted Subgrade 1,283 1 sy $ 18.99 $ 24,371 B13 lConcrete Median 840 1 sf $ 53.96 $ 45,326 D4 ISidewalk 700 sy $ 50.00 $ 35,000 Paving Construction Cost Subtotal: $ 139,445 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 5,578 V Prep ROW 4% $ 5,578 V Traffic Control Construction Phase Traffic Control 3% $ 4,183 V Pavement Markings/Markers 5% $ 6,972 V Roadway Drainage Standard Internal System 35% $ 48,806 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 6,972 V Sewer Minor Adjustments 5% $ 6,972 V Landscaping(Basic) Sodding and Erosion Control 2% $ 2,789 V Illumination Standard Ilumination System 6% $ 8,367 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 90,639 Paving and Allowance Subtotal: $ 230,084 Construction Contingency: 20% $ 46,017 Construction Cost TOTAL: $ 277,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 277,000 Bonds: 5% $ 13,850 Engineering/Survey/Testing: 15% $ 41,550 Mobilization 10% $ 27,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 41,550 Project Cost TOTAL:1 $ 402,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- C Project Number: 4-AB This project consists of the reconstruction of an existing Limits: Leopard St to Sedwick Rd roadway. Costing Class: Primary Collector(0) Length(If): 4,657 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 13,971 cy $ 16.91 $ 236,250 B7 1"Type'B'HMAC 26,390 sy $ 11.70 $ 308,759 B8 JUnderseal 26,390 1 sy 1 $ 6.46 $ 170,477 B11 8"Lime stabilized(8%),12"Compacted Subgrade 26,390 sy $ 18.99 $ 501,140 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 15,523 sy $ 50.00 $ 776,167 Paving Construction Cost Subtotal: $ 1,992,792 Major Construction Component Allowances: %1111 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 79,772- V Prep ROW 4% $ 79,712 V Traffic Control Construction Phase Traffic Control 3% $ 59,784 V Pavement Markings/Markers 5% $ 99,640 V Roadway Drainage Standard Internal System 35% $ 697,477 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 99,640 V Sewer Minor Adjustments 5% $ 99,640 V Landscaping(Basic) Sodding and Erosion Control 2% $ 39,856 V Illumination Standard Ilumination System 6% $ 119,568 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,695,315 Paving and Allowance Subtotal: $ 3,688,107 Construction Contingency: 20% $ 737,621 Construction Cost TOTAL: $ 4,426,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,426,000 Bonds: 5% $ 221,300 Engineering/Survey/Testing: 15% $ 663,900 Mobilization 10% $ 442,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 663,900 Project Cost TOTAL:1 $ 6,418,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-AC This project consists of the reconstruction of an existing Limits: Bronco Rd(End)to Alpine St roadway. Costing Class: Primary Collector(0) Length(If): 1,637 Service Area(s): CC Airport 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,910 cy $ 16.91 $ 83,035 B7 1"Type'B'HMAC 9,275 sy $ 11.70 $ 108,520 B8 Underseal 9,275 sy $ 6.46 $ 59,918 B11 8"Lime stabilized(8%),12"Compacted Subgrade 9,275 sy $ 18.99 $ 176,136 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 5,456 sy $ 50.00 $ 272,800 Paving Construction Cost Subtotal: $ 700,409 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 28,016 V Prep ROW 4% $ 28,016 V Traffic Control Construction Phase Traffic Control 3% $ 21,012 V Pavement Markings/Markers 5% $ 35,020 V Roadway Drainage Standard Internal System 35% $ 245,143 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 35,020 V Sewer Minor Adjustments 5% $ 35,020 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,008 V Illumination Standard Ilumination System 6% $ 42,025 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 455,266 Paving and Allowance Subtotal: $ 1,155,674 Construction Contingency: 20% $ 231,135 Construction Cost TOTAL: $ 1,387,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,387,000 Bonds: 5% $ 69,350 Engineering/Survey/Testing: 15% $ 208,050 Mobilization 10% $ 138,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 208,050 Project Cost TOTAL:1 $ 2,011,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 4-AD This project consists of the reconstruction of an existing Limits: Alpine St to Railroad roadway. Costing Class: Primary Collector(0) Length(If): 2,904 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,712 cy $ 16.91 $ 147,320 B7 1"Type'B'HMAC 16,456 sy $ 11.70 $ 192,535 B8 JUnderseal 16,456 1 sy 1 $ 6.46 $ 106,306 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,456 sy $ 18.99 $ 312,499 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 9,680 sy $ 50.00 $ 484,000 Paving Construction Cost Subtotal: $ 1,242,660 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 49,706 V Prep ROW 4% $ 49,706 V Traffic Control Construction Phase Traffic Control 3% $ 37,280 V Pavement Markings/Markers 5% $ 62,133 V Roadway Drainage Standard Internal System 35% $ 434,931 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 62,133 V Sewer Minor Adjustments 5% $ 62,133 V Landscaping(Basic) Sodding and Erosion Control 2% $ 24,853 V Illumination Standard Ilumination System 6% $ 74,560 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,207,729 Paving and Allowance Subtotal: $ 2,450,390 Construction Contingency: 20% $ 490,078 Construction Cost TOTAL: $ 2,941,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,941,000 Bonds: 5% $ 147,050 Engineering/Survey/Testing: 15% $ 441,150 Mobilization 10% $ 294,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 441,150 Project Cost TOTAL:1 $ 4,264,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- • Project Number: 4-AO This project consists of the reconstruction of an existing Limits: Alpine St to 1,080'South of Alpine St roadway. Costing Class: Collector(Cl) Length(If): 1,056 Service Area(s): CC Airport 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,581 cy $ 16.91 $ 43,650 B6 1"Type'D'HMAC 4,811 sy $ 13.78 $ 66,291 B8 JUnderseal 4,811 1 sy 1 $ 6.46 $ 31,077 B12 12"Compacted Subgrade 5,045 sy $ 5.65 $ 28,506 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 3,520 sy $ 50.00 $ 176,000 Paving Construction Cost Subtotal: $ 345,524 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 13,871- V Prep ROW 4% $ 13,821 V Traffic Control Construction Phase Traffic Control 3% $ 10,366 V Pavement Markings/Markers 5% $ 17,276 V Roadway Drainage Standard Internal System 35% $ 120,934 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 17,276 V Sewer Minor Adjustments 5% $ 17,276 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,910 V Illumination Standard Ilumination System 6% $ 20,731 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 224,591 Paving and Allowance Subtotal: $ 570,115 Construction Contingency: 20% $ 114,023 Construction Cost TOTAL: $ 685,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 685,000 Bonds: 5% $ 34,250 Engineering/Survey/Testing: 15% $ 102,750 Mobilization 10% $ 68,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 102,750 Project Cost TOTAL:1 $ 993,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Information: Description: Project No. 4-AE Project Number: 4-AE This project consists of the construction of a completely new Limits: Agnes St to TS-44 roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,373 Service Area(s): CC Airport 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,423 cy $ 16.91 $ 74,801 B7 1"Type'B'HMAC 8,389 sy $ 11.70 $ 98,155 B8 IUnderseal I 8,389 I sy I $ 6.46 I $ 54,195 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,389 sy $ 18.99 $ 159,313 B13 lConcrete Median 5,491 sf $ 53.96 $ 296,305 D4 ISidewalk I 4,576 sy $ 50.00 $ 228,800 I I I I Paving Construction Cost Subtotal: $ 911,570 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 36,463 V Prep ROW 4% $ 36,463 V Traffic Control Construction Phase Traffic Control 3% $ 27,347 V Pavement Markings/Markers 5% $ 45,578 V Roadway Drainage Standard Internal System 35% $ 319,049 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 45,578 V Sewer Minor Adjustments 5% $ 45,578 V Landscaping(Basic) Sodding and Erosion Control 2% $ 18,231 V Illumination Standard Ilumination System 6% $ 54,694 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 592,520 Paving and Allowance Subtotal: $ 1,504,090 Construction Contingency: 20% $ 300,818 Construction Cost TOTAL: $ 1,805,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,805,000 Bonds: 5% $ 90,250 Engineering/Survey/Testing: 15% $ 270,750 Mobilization 10% $ 180,500 ROW/Easement Acquisition: IFALSE 1 15% $ 270,750 Project Cost TOTAL: $ 2,617,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-n- Description: Project No. 4-AF Project Number: 4-AF This project consists of the construction of a completely new Limits: TX-44 to Agnes St roadway. Costing Class: Secondary Arterial(A2) Length(If): 231 Service Area(s): CC Airport 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 744 cy $ 16.91 $ 12,587 B7 1"Type'B'HMAC 1,412 sy $ 11.70 $ 16,517 B8 IUnderseal I 1,412 I sy I $ 6.46 I $ 9,119 B11 8"Lime stabilized(8%),12"Compacted Subgrade 1,412 sy $ 18.99 $ 26,808 B13 lConcrete Median 924 sf $ 53.96 $ 49,859 D4 ISidewalk I 770 sy $ 50.00 $ 38,500 I I I I Paving Construction Cost Subtotal: $ 153,389 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 6,136 V Prep ROW 4% $ 6,136 V Traffic Control Construction Phase Traffic Control 3% $ 4,602 V Pavement Markings/Markers 5% $ 7,669 V Roadway Drainage Standard Internal System 35% $ 53,686 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 7,669 V Sewer Minor Adjustments 5% $ 7,669 V Landscaping(Basic) Sodding and Erosion Control 2% $ 3,068 V Illumination Standard Ilumination System 6% $ 9,203 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 99,703 Paving and Allowance Subtotal: $ 253,092 Construction Contingency: 20% $ 50,618 Construction Cost TOTAL: $ 304,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 304,000 Bonds: 5% $ 15,200 Engineering/Survey/Testing: 15% $ 45,600 Mobilization 10% $ 30,400 ROW/Easement Acquisition: IFALSE 1 15% $ 45,600 Project Cost TOTAL: $ 441,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 4-AG Project Number: 4-AG This project consists of the construction of a completely new Limits: Manning Rd to Bronco Rd roadway. Costing Class: Secondary Collector(C2) Length(If): 2,658 Service Area(s): CC Airport 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,645 cy $ 16.91 $ 112,367 B7 1"Type'B'HMAC 12,404 sy $ 11.70 $ 145,127 B8 IUnderseal I 12,404 I sy I $ 6.46 I $ 80,130 B118"Lime stabilized(8%),12"Compacted Subgrade 12,404 sy $ 18.99 $ 235,552 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,860 sy $ 50.00 $ 443,000 Paving Construction Cost Subtotal: $ 1,016,176 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 40,647 V Prep ROW 4% $ 40,647 V Traffic Control Construction Phase Traffic Control 3% $ 30,485 V Pavement Markings/Markers 5% $ 50,809 V Roadway Drainage Standard Internal System 35% $ 355,661 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 50,809 V Sewer Minor Adjustments 5% $ 50,809 V Landscaping(Basic) Sodding and Erosion Control 2% $ 20,324 V Illumination Standard Ilumination System 6% $ 60,971 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,060,514 Paving and Allowance Subtotal: $ 2,076,690 Construction Contingency: 20% $ 415,338 Construction Cost TOTAL: $ 2,493,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,493,000 Bonds: 5% $ 124,650 Engineering/Survey/Testing: 15% $ 373,950 Mobilization 10% $ 249,300 ROW/Easement Acquisition: IFALSE 1 15% $ 373,950 Project Cost TOTAL: $ 3,615,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n """__'k�, Description: Project No. 4-AH Project Number: 4-AH This project consists of the construction of a completely new Limits: Bronco Rd to Southern Minerals Rd roadway. Costing Class: Secondary Collector(C2) Length(If): 3,973 Service Area(s): CC Airport 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 9,933 cy $ 16.91 $ 167,959 B7 1"Type'B'HMAC 18,541 sy $ 11.70 $ 216,926 B8 IUnderseal I 18,541 I sy I $ 6.46 I $ 119,773 B118"Lime stabilized(8%),12"Compacted Subgrade 18,541 sy $ 18.99 $ 352,087 B13.X No Median 0 sf $ $ D4 (Sidewalk I 13,243 sy $ 50.00 $ 662,167 Paving Construction Cost Subtotal: $ 1,518,911 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 60,756 V Prep ROW 4% $ 60,756 V Traffic Control Construction Phase Traffic Control 3% $ 45,567 V Pavement Markings/Markers 5% $ 75,946 V Roadway Drainage Standard Internal System 35% $ 531,619 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 75,946 V Sewer Minor Adjustments 5% $ 75,946 V Landscaping(Basic) Sodding and Erosion Control 2% $ 30,378 V Illumination Standard Ilumination System 6% $ 91,135 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,387,292 Paving and Allowance Subtotal: $ 2,906,203 Construction Contingency: 20% $ 581,241 Construction Cost TOTAL: $ 3,488,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,488,000 Bonds: 5% $ 174,400 Engineering/Survey/Testing: 15% $ 523,200 Mobilization 10% $ 348,800 ROW/Easement Acquisition: IFALSE 1 15% $ 523,200 Project Cost TOTAL: $ 5,058,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 4-Al Project Number: 4-AI This project consists of the construction of a completely new Limits: Sedwick Rd to Alpine St roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,666 Service Area(s): CC Airport 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 8,590 cy $ 16.91 $ 145,264 B7 1"Type'B'HMAC 16,292 sy $ 11.70 $ 190,619 B8 IUnderseal I 16,292 I sy I $ 6.46 I $ 105,248 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,292 sy $ 18.99 $ 309,389 B13 lConcrete Median 10,664 sf $ 53.96 $ 575,429 D4 ISidewalk I 8,887 sy $ 50.00 $ 444,333 I I I I Paving Construction Cost Subtotal: $ 1,770,283 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,811 V Prep ROW 4% $ 70,811 V Traffic Control Construction Phase Traffic Control 3% $ 53,108 V Pavement Markings/Markers 5% $ 88,514 V Roadway Drainage Standard Internal System 35% $ 619,599 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 88,514 V Sewer Minor Adjustments 5% $ 88,514 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,406 V Illumination Standard Ilumination System 6% $ 106,217 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,550,684 Paving and Allowance Subtotal: $ 3,320,967 Construction Contingency: 20% $ 664,193 Construction Cost TOTAL: $ 3,986,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,986,000 Bonds: 5% $ 199,300 Engineering/Survey/Testing: 15% $ 597,900 Mobilization 10% $ 398,600 ROW/Easement Acquisition: IFALSE 1 15% $ 597,900 Project Cost TOTAL: $ 5,780,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 4-AJ Project Number: 4-AJ This project consists of the construction of a completely new Limits: Alpine St to TX 44 roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,877 Service Area(s): CC Airport 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 9,270 cy $ 16.91 $ 156,761 B7 1"Type'B'HMAC 17,582 sy $ 11.70 $ 205,706 B8 IUnderseal I 17,582 I sy I $ 6.46 I $ 113,578 B11 8"Lime stabilized(8%),12"Compacted Subgrade 17,582 sy $ 18.99 $ 333,876 B13 lConcrete Median 11,508 sf $ 53.96 $ 620,972 D4 ISidewalk I 9,590 sy $ 50.00 $ 479,500 I I I I Paving Construction Cost Subtotal: $ 1,910,392 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 76,416 V Prep ROW 4% $ 76,416 V Traffic Control Construction Phase Traffic Control 3% $ 57,312 V Pavement Markings/Markers 5% $ 95,520 V Roadway Drainage Standard Internal System 35% $ 668,637 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 95,520 V Sewer Minor Adjustments 5% $ 95,520 V Landscaping(Basic) Sodding and Erosion Control 2% $ 38,208 V Illumination Standard Ilumination System 6% $ 114,624 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,641,755 Paving and Allowance Subtotal: $ 3,552,147 Construction Contingency: 20% $ 710,429 Construction Cost TOTAL: $ 4,263,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,263,000 Bonds: 5% $ 213,150 Engineering/Survey/Testing: 15% $ 639,450 Mobilization 10% $ 426,300 ROW/Easement Acquisition: IFALSE 1 15% $ 639,450 Project Cost TOTAL: $ 6,181,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Into—rmatfo—n-"k, Description: Project No. 4-AK Project Number: 4-AK This project consists of the construction of a completely new Limits: Leopard St to 2568'S of Leopard St roadway. Costing Class: Collector(Cl) Length(If): 3,696 Service Area(s): CC Airport 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 9,035 cy $ 16.91 $ 152,776 B6 1"Type'D'HMAC 16,837 sy $ 13.78 $ 232,018 B8 IUnderseal I 16,837 I sy I $ 6.46 I $ 108,769 B1212"Compacted Subgrade 17,659 sy $ 5.65 $ 99,771 B13.X No Median 0 sf $ $ D4 (Sidewalk I 12,320 sy $ 50.00 $ 616,000 Paving Construction Cost Subtotal: $ 1,209,335 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 48,373 V Prep ROW 4% $ 48,373 V Traffic Control Construction Phase Traffic Control 3% $ 36,280 V Pavement Markings/Markers 5% $ 60,467 V Roadway Drainage Standard Internal System 35% $ 423,267 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 60,467 V Sewer Minor Adjustments 5% $ 60,467 V Landscaping(Basic) Sodding and Erosion Control 2% $ 24,187 V Illumination Standard Ilumination System 6% $ 72,560 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,186,068 Paving and Allowance Subtotal: $ 2,395,403 Construction Contingency: 20% $ 479,081 Construction Cost TOTAL: $ 2,875,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,875,000 Bonds: 5% $ 143,750 Engineering/Survey/Testing: 15% $ 431,250 Mobilization 10% $ 287,500 ROW/Easement Acquisition: IFALSE 1 15% $ 431,250 Project Cost TOTAL: $ 4,169,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- ""—k� Description: Project No. 4-AL Project Number: 4-AL This project consists of the construction of a completely new Limits: 2568'S of Leopard St to Sedwick Rd roadway. Costing Class: Collector(Cl) Length(If): 3,234 Service Area(s): CC Airport 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,905 cy $ 16.91 $ 133,679 B6 1"Type'D'HMAC 14,733 sy $ 13.78 $ 203,016 B8 IUnderseal I 14,733 I sy I $ 6.46 I $ 95,173 B1212"Compacted Subgrade 15,451 sy $ 5.65 $ 87,300 B13.X No Median 0 sf $ $ D4 (Sidewalk I 10,780 sy $ 50.00 $ 539,000 Paving Construction Cost Subtotal: $ 1,058,168 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 42,327 V Prep ROW 4% $ 42,327 V Traffic Control Construction Phase Traffic Control 3% $ 31,745 V Pavement Markings/Markers 5% $ 52,908 V Roadway Drainage Standard Internal System 35% $ 370,359 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 52,908 V Sewer Minor Adjustments 5% $ 52,908 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,163 V Illumination Standard Ilumination System 6% $ 63,490 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,087,809 Paving and Allowance Subtotal: $ 2,145,978 Construction Contingency: 20% $ 429,196 Construction Cost TOTAL: $ 2,576,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,576,000 Bonds: 5% $ 128,800 Engineering/Survey/Testing: 15% $ 386,400 Mobilization 10% $ 257,600 ROW/Easement Acquisition: IFALSE 1 15% $ 386,400 Project Cost TOTAL: $ 3,735,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 4-AN Project Number: 4-AN This project consists of the construction of a completely new Limits: Sedwick Rd to Bronco Rd roadway. Costing Class: Primary Collector(0) Length(If): 1,240 Service Area(s): CC Airport 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,720 cy $ 16.91 $ 62,905 B7 1"Type'B'HMAC 7,027 sy $ 11.70 $ 82,212 B8 IUnderseal I 7,027 I sy I $ 6.46 I $ 45,392 B118"Lime stabilized(8%),12"Compacted Subgrade 7,027 sy $ 18.99 $ 133,436 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,133 sy $ 50.00 $ 206,667 Paving Construction Cost Subtotal: $ 530,613 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 21,225 V Prep ROW 4% $ 21,225 V Traffic Control Construction Phase Traffic Control 3% $ 15,918 V Pavement Markings/Markers 5% $ 26,531 V Roadway Drainage Standard Internal System 35% $ 185,714 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 26,531 V Sewer Minor Adjustments 5% $ 26,531 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,612 V Illumination Standard Ilumination System 6% $ 31,837 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 344,898 Paving and Allowance Subtotal: $ 875,511 Construction Contingency: 20% $ 175,102 Construction Cost TOTAL: $ 1,051,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,051,000 Bonds: 5% $ 52,550 Engineering/Survey/Testing: 15% $ 157,650 Mobilization 10% $ 105,100 ROW/Easement Acquisition: IFALSE 1 15% $ 157,650 Project Cost TOTAL: $ 1,524,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 5-A This project consists of the reconstruction of an existing Limits: N Padre Island Dr to Jr Beck Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 3,135 Service Area(s): CC Airport 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 14,456 cy $ 16.91 $ 244,448 B7 1"Type'B'HMAC 27,867 sy $ 11.70 $ 326,040 B8 Underseal 27,867 sy $ 6.46 $ 180,019 B11 8"Lime stabilized(8%),12"Compacted Subgrade 27,867 sy $ 18.99 $ 529,188 B13 lConcrete Median 15,675 sf $ 53.96 $ 845,823 D4 ISidewalk 10,450 sy $ 50.00 $ 522,500 Paving Construction Cost Subtotal: $ 2,648,018 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 105,971— V Prep ROW 4% $ 105,921 V Traffic Control Construction Phase Traffic Control 3% $ 79,441 V Pavement Markings/Markers 5% $ 132,401 V Roadway Drainage Standard Internal System 35% $ 926,806 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 132,401 V Sewer Minor Adjustments 5% $ 132,401 V Landscaping(Basic) Sodding and Erosion Control 2% $ 52,960 V Illumination Standard Ilumination System 6% $ 158,881 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,121,212 Paving and Allowance Subtotal: $ 4,769,229 Construction Contingency: 20% $ 953,846 Construction Cost TOTAL: $ 5,7241 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,724,000 Bonds: 5% $ 286,200 Engineering/Survey/Testing: 15% $ 858,600 Mobilization 10% $ 572,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 858,600 Project Cost TOTAL:1 $ 8,300,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 5-13 This project consists of the reconstruction of an existing Limits: Jr Beck Dr to Joe Mireur Rd(New Segment) roadway. Costing Class: Primary Arterial(A3) Length(If): 660 Service Area(s): CC Airport 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,043 cy $ 16.91 $ 51,463 B7 1"Type'B'HMAC 5,867 sy $ 11.70 $ 68,640 B8 Underseal 5,867 sy $ 6.46 $ 37,899 B11 8"Lime stabilized(8%),12"Compacted Subgrade 5,867 sy $ 18.99 $ 111,408 B13 lConcrete Median 3,300 sf $ 53.96 $ 178,068 D4 ISidewalk 2,200 sy $ 50.00 $ 110,000 Paving Construction Cost Subtotal: $ 557,477 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 22,299 V Prep ROW 4% $ 22,299 V Traffic Control Construction Phase Traffic Control 3% $ 16,724 V Pavement Markings/Markers 5% $ 27,874 V Roadway Drainage Standard Internal System 35% $ 195,117 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 27,874 V Sewer Minor Adjustments 5% $ 27,874 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,150 V Illumination Standard Ilumination System 6% $ 33,449 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 362,360 Paving and Allowance Subtotal: $ 919,838 Construction Contingency: 20% $ 183,968 Construction Cost TOTAL: $ 1,1041 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,104,000 Bonds: 5% $ 55,200 Engineering/Survey/Testing: 15% $ 165,600 Mobilization 10% $ 110,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 165,600 Project Cost TOTAL:1 $ 1,601,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 5-C This project consists of the reconstruction of an existing Limits: Joe Mireur Rd(New Segment)to Heinsohn Rd(New Segr roadway. Costing Class: Primary Arterial(A3) Length(If): 2,110 Service Area(s): CC Airport 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,729 cy $ 16.91 $ 164,525 B7 1"Type'B'HMAC 18,756 sy $ 11.70 $ 219,440 B8 JUnderseal 18,756 1 sy 1 $ 6.46 $ 121,161 B11 8"Lime stabilized(8%),12"Compacted Subgrade 18,756 sy $ 18.99 $ 356,168 B13 lConcrete Median 10,550 sf $ 53.96 $ 569,278 D4 ISidewalk 7,033 sy $ 50.00 $ 351,667 Paving Construction Cost Subtotal: $ 1,782,238 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 71,290 V Prep ROW 4% $ 71,290 V Traffic Control Construction Phase Traffic Control 3% $ 53,467 V Pavement Markings/Markers 5% $ 89,112 V Roadway Drainage Standard Internal System 35% $ 623,783 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 89,112 V Sewer Minor Adjustments 5% $ 89,112 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,645 V Illumination Standard Ilumination System 6% $ 106,934 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,158,455 Paving and Allowance Subtotal: $ 2,940,693 Construction Contingency: 20% $ 588,139 Construction Cost TOTAL: $ 3,529,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,529,000 Bonds: 5% $ 176,450 Engineering/Survey/Testing: 15% $ 529,350 Mobilization 10% $ 352,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 529,350 Project Cost TOTAL:1 $ 5,117,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 • - • • i iii Description: Project Number: 5-D This project consists of the reconstruction of an existing Limits: Heinsohn Rd(New Segment)to Westside New Segment roadway. Costing Class: Primary Arterial(A3) Length(If): 2,845 Service Area(s): CC Airport 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 13,119 cy $ 16.91 $ 221,836 B7 1"Type'B'HMAC 25,289 sy $ 11.70 $ 295,880 B8 Underseal 25,289 sy $ 6.46 $ 163,366 B11 8"Lime stabilized(8%),12"Compacted Subgrade 25,289 sy $ 18.99 $ 480,236 B13 lConcrete Median 14,225 sf $ 53.96 $ 767,581 D4 ISidewalk 9,483 sy $ 50.00 $ 474,167 Paving Construction Cost Subtotal: $ 2,403,066 Major Construction Component Allowances: a Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 96,123 V Prep ROW 4% $ 96,123 V Traffic Control Construction Phase Traffic Control 3% $ 72,092 V Pavement Markings/Markers 5% $ 120,153 V Roadway Drainage Standard Internal System 35% $ 841,073 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 120,153 V Sewer Minor Adjustments 5% $ 120,153 V Landscaping(Basic) Sodding and Erosion Control 2% $ 48,061 V Illumination Standard Ilumination System 6% $ 144,184 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,961,993 Paving and Allowance Subtotal: $ 4,365,058 Construction Contingency: Q070 $ 873,012 Construction Cost TOT $ 5,239,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,239,000 Bonds: 5% $ 261,950 Engineering/Survey/Testing: 15% $ 785,850 Mobilization 10% $ 523,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 785,850 Project Cost TOTAL:1 $ 7,597,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 5-E This project consists of the reconstruction of an existing Limits: Westside New Segment to Saratoga Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,880 Service Area(s): CC Airport 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 13,280 cy $ 16.91 $ 224,565 B7 1"Type'B'HMAC 25,600 sy $ 11.70 $ 299,520 B8 Underseal 25,600 sy $ 6.46 $ 165,376 B11 8"Lime stabilized(8%),12"Compacted Subgrade 25,600 sy $ 18.99 $ 486,144 B13 lConcrete Median 14,400 sf $ 53.96 $ 777,024 D4 ISidewalk 9,600 sy $ 50.00 $ 480,000 Paving Construction Cost Subtotal: $ 2,432,629 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 97,305 V Prep ROW 4% $ 97,305 V Traffic Control Construction Phase Traffic Control 3% $ 72,979 V Pavement Markings/Markers 5% $ 121,631 V Roadway Drainage Standard Internal System 35% $ 851,420 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 121,631 V Sewer Minor Adjustments 5% $ 121,631 V Landscaping(Basic) Sodding and Erosion Control 2% $ 48,653 V Illumination Standard Ilumination System 6% $ 145,958 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,981,209 Paving and Allowance Subtotal: $ 4,413,838 Construction Contingency: Q070 $ 882,768 Construction Cost TOT $ 5,297,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,297,000 Bonds: 5% $ 264,850 Engineering/Survey/Testing: 15% $ 794,550 Mobilization 10% $ 529,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 794,550 Project Cost TOTAL:1 $ 7,681,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 5-F This project consists of the reconstruction of an existing Limits: Joe Mireur Rd to TX-44 roadway. Costing Class: Primary Collector(0) Length(If): 4,103 Service Area(s): CC Airport 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,309 cy $ 16.91 $ 208,145 B7 1"Type'B'HMAC 23,250 sy $ 11.70 $ 272,029 B8 JUnderseal 23,250 1 sy 1 $ 6.46 $ 150,197 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,250 sy $ 18.99 $ 441,524 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 13,677 sy $ 50.00 $ 683,833 Paving Construction Cost Subtotal: $ 1,755,728 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,229 V Prep ROW 4% $ 70,229 V Traffic Control Construction Phase Traffic Control 3% $ 52,672 V Pavement Markings/Markers 5% $ 87,786 V Roadway Drainage Standard Internal System 35% $ 614,505 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 87,786 V Sewer Minor Adjustments 5% $ 87,786 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,115 V Illumination Standard Ilumination System 6% $ 105,344 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,541,223 Paving and Allowance Subtotal: $ 3,296,952 Construction Contingency: 20% $ 659,390 Construction Cost TOTAL: $ 3,957,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,957,000 Bonds: 5% $ 197,850 Engineering/Survey/Testing: 15% $ 593,550 Mobilization 10% $ 395,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 593,550 Project Cost TOTAL:1 $ 5,738,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 5-J This project consists of the reconstruction of an existing Limits: Hensohn Rd to Junior Beck Dr roadway. Costing Class: Minor Arterial(Al) Length(If): 2,464 Service Area(s): CC Airport 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,308 cy $ 16.91 $ 157,406 B7 1"Type'B'HMAC 17,796 sy $ 11.70 $ 208,208 B8 JUnderseal 17,796 1 sy 1 $ 6.46 $ 114,959 B11 8"Lime stabilized(8%),12"Compacted Subgrade 17,796 sy $ 18.99 $ 337,938 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,213 sy $ 50.00 $ 410,667 Paving Construction Cost Subtotal: $ 1,229,177 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 49,167 V Prep ROW 4% $ 49,167 V Traffic Control Construction Phase Traffic Control 3% $ 36,875 V Pavement Markings/Markers 5% $ 61,459 V Roadway Drainage Standard Internal System 35% $ 430,212 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 61,459 V Sewer Minor Adjustments 5% $ 61,459 V Landscaping(Basic) Sodding and Erosion Control 2% $ 24,584 V Illumination Standard Ilumination System 6% $ 73,751 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 798,965 Paving and Allowance Subtotal: $ 2,028,143 Construction Contingency: 20% $ 405,629 Construction Cost TOTAL: $ 2,4341 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,434,000 Bonds: 5% $ 121,700 Engineering/Survey/Testing: 15% $ 365,100 Mobilization 10% $ 243,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 365,100 Project Cost TOTAL:1 $ 3,529,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 5-K This project consists of the reconstruction of an existing Limits: Junior Beck Drto N Padre Island Dr roadway. Costing Class: Minor Arterial(Al) Length(If): 610 Service Area(s): CC Airport 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,304 cy $ 16.91 $ 38,968 B7 1"Type'B'HMAC 4,406 sy $ 11.70 $ 51,545 B8 Underseal 4,406 sy $ 6.46 $ 28,460 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,406 sy $ 18.99 $ 83,662 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 2,033 sy $ 50.00 $ 101,667 Paving Construction Cost Subtotal: $ 304,301 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 12,172 V Prep ROW 4% $ 12,172 V Traffic Control Construction Phase Traffic Control 3% $ 9,129 V Pavement Markings/Markers 5% $ 15,215 V Roadway Drainage Standard Internal System 35% $ 106,505 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 15,215 V Sewer Minor Adjustments 5% $ 15,215 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,086 V Illumination Standard Ilumination System 6% $ 18,258 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 197,796 Paving and Allowance Subtotal: $ 502,097 Construction Contingency: 20% $ 100,419 Construction Cost TOTAL: $ 603,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 603,000 Bonds: 5% $ 30,150 Engineering/Survey/Testing: 15% $ 90,450 Mobilization 10% $ 60,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 90,450 Project Cost TOTAL:1 $ 874,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 5-M This project consists of the reconstruction of an existing Limits: TX-44 to Talbert Ln(E-W)Proposed Segment roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,275 Service Area(s): CC Airport 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,108 cy $ 16.91 $ 69,472 B7 1"Type'B'HMAC 7,792 sy $ 11.70 $ 91,163 B8 JUnderseal 7,792 1 sy 1 $ 6.46 $ 50,334 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,792 sy $ 18.99 $ 147,964 B13 lConcrete Median 5,100 sf $ 53.96 $ 275,196 D4 ISidewalk 4,250 sy $ 50.00 $ 212,500 Paving Construction Cost Subtotal: $ 846,628 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 33,865 V Prep ROW 4% $ 33,865 V Traffic Control Construction Phase Traffic Control 3% $ 25,399 V Pavement Markings/Markers 5% $ 42,331 V Roadway Drainage Standard Internal System 35% $ 296,320 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 42,331 V Sewer Minor Adjustments 5% $ 42,331 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,933 V Illumination Standard Ilumination System 6% $ 50,798 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 550,308 Paving and Allowance Subtotal: $ 1,396,937 Construction Contingency: 20% $ 279,387 Construction Cost TOTAL: $ 1,677,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,677,000 Bonds: 5% $ 83,850 Engineering/Survey/Testing: 15% $ 251,550 Mobilization 10% $ 167,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 251,550 Project Cost TOTAL:1 $ 2,432,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 5-N This project consists of the reconstruction of an existing Limits: Talbert Ln(E-W)Proposed Segment to Bates Rd(ProposE roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,580 Service Area(s): CC Airport 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,313 cy $ 16.91 $ 140,578 B7 1"Type'B'HMAC 15,767 sy $ 11.70 $ 184,470 B8 JUnderseal 15,767 1 sy 1 $ 6.46 $ 101,853 B11 8"Lime stabilized(8%),12"Compacted Subgrade 15,767 sy $ 18.99 $ 299,409 B13 lConcrete Median 10,320 sf $ 53.96 $ 556,867 D4 ISidewalk 8,600 sy $ 50.00 $ 430,000 Paving Construction Cost Subtotal: $ 1,713,177 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 68,527 V Prep ROW 4% $ 68,527 V Traffic Control Construction Phase Traffic Control 3% $ 51,395 V Pavement Markings/Markers 5% $ 85,659 V Roadway Drainage Standard Internal System 35% $ 599,612 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 85,659 V Sewer Minor Adjustments 5% $ 85,659 V Landscaping(Basic) Sodding and Erosion Control 2% $ 34,264 V Illumination Standard Ilumination System 6% $ 102,791 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,113,565 Paving and Allowance Subtotal: $ 2,826,743 Construction Contingency: 20% $ 565,349 Construction Cost TOTAL: $ 3,393,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,393,000 Bonds: 5% $ 169,650 Engineering/Survey/Testing: 15% $ 508,950 Mobilization 10% $ 339,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 508,950 Project Cost TOTAL:1 $ 4,920,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- • Project Number: 5-0 This project consists of the reconstruction of an existing Limits: Bates Rd(Proposed Segment)to Bear Ln roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,605 Service Area(s): CC Airport 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,394 cy $ 16.91 $ 141,941 B7 1"Type'B'HMAC 15,919 sy $ 11.70 $ 186,258 B8 JUnderseal 15,919 1 sy 1 $ 6.46 $ 102,840 B11 8"Lime stabilized(8%),12"Compacted Subgrade 15,919 sy $ 18.99 $ 302,310 B13 lConcrete Median 10,420 sf $ 53.96 $ 562,263 D4 ISidewalk 8,683 sy $ 50.00 $ 434,167 Paving Construction Cost Subtotal: $ 1,729,778 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 69,171- V Prep ROW 4% $ 69,191 V Traffic Control Construction Phase Traffic Control 3% $ 51,893 V Pavement Markings/Markers 5% $ 86,489 V Roadway Drainage Standard Internal System 35% $ 605,422 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 86,489 V Sewer Minor Adjustments 5% $ 86,489 V Landscaping(Basic) Sodding and Erosion Control 2% $ 34,596 V Illumination Standard Ilumination System 6% $ 103,787 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,124,356 Paving and Allowance Subtotal: $ 2,854,134 Construction Contingency: 20% $ 570,827 Construction Cost TOTAL: $ 3,425,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,425,000 Bonds: 5% $ 171,250 Engineering/Survey/Testing: 15% $ 513,750 Mobilization 10% $ 342,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 513,750 Project Cost TOTAL:1 $ 4,966,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'ki, �fi. Description: Project No. 5-G Project Number: 5-G This project consists of the construction of a completely new Limits: Joe Mireur Rd to Talbert Ln(N-S) roadway. Costing Class: Primary Collector(0) Length(If): 1,720 Service Area(s): CC Airport 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,160 cy $ 16.91 $ 87,256 B7 1"Type'B'HMAC 9,747 sy $ 11.70 $ 114,036 B8 IUnderseal I 9,747 I sy I $ 6.46 I $ 62,963 B118"Lime stabilized(8%),12"Compacted Subgrade 9,747 sy $ 18.99 $ 185,089 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,733 sy $ 50.00 $ 286,667 Paving Construction Cost Subtotal: $ 736,011 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 29,440 V Prep ROW 4% $ 29,440 V Traffic Control Construction Phase Traffic Control 3% $ 22,080 V Pavement Markings/Markers 5% $ 36,801 V Roadway Drainage Standard Internal System 35% $ 257,604 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 36,801 V Sewer Minor Adjustments 5% $ 36,801 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,720 V Illumination Standard Ilumination System 6% $ 44,161 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 478,407 Paving and Allowance Subtotal: $ 1,214,418 Construction Contingency: 20% $ 242,884 Construction Cost TOTAL: $ 1,458,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,458,000 Bonds: 5% $ 72,900 Engineering/Survey/Testing: 15% $ 218,700 Mobilization 10% $ 145,800 ROW/Easement Acquisition: IFALSE 1 15% $ 218,700 Project Cost TOTAL: $ 2,114,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 5-H This project consists of the construction of a completely new Limits: Talbert Ln(N-S)to Heinsohn Rd roadway. Costing Class: Primary Collector(0) Length(If): 3,110 Service Area(s): CC Airport 2 Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 9,330 cy $ 16.91 $ 157,770 B7 1"Type'B'HMAC 17,623 sy $ 11.70 $ 206,193 B8 IUnderseal I 17,623 I sy I $ 6.46 I $ 113,847 B118"Lime stabilized(8%),12"Compacted Subgrade 17,623 sy $ 18.99 $ 334,667 B13.X No Median 0 sf $ $ D4 (Sidewalk I 10,367 sy $ 50.00 $ 518,333 Paving Construction Cost Subtotal: $ 1,330,810 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 53,232 V Prep ROW 4% $ 53,232 V Traffic Control Construction Phase Traffic Control 3% $ 39,924 V Pavement Markings/Markers 5% $ 66,541 V Roadway Drainage Standard Internal System 35% $ 465,784 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 66,541 V Sewer Minor Adjustments 5% $ 66,541 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,616 V Illumination Standard Ilumination System 6% $ 79,849 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,265,027 Paving and Allowance Subtotal: $ 2,595,837 Construction Contingency: 20% $ 519,167 Construction Cost TOTAL: $ 3,116,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,116,000 Bonds: 5% $ 155,800 Engineering/Survey/Testing: 15% $ 467,400 Mobilization 10% $ 311,600 ROW/Easement Acquisition: IFALSE 1 15% $ 467,400 Project Cost TOTAL: $ 4,518,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 5-13 Project Number: 5-P This project consists of the construction of a completely new Limits: Bear Ln to Proposed roadway segment roadway. Costing Class: Minor Arterial(Al) Length(If): 2,595 Service Area(s): CC Airport 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 9,803 cy $ 16.91 $ 165,774 B7 1"Type'B'HMAC 18,742 sy $ 11.70 $ 219,278 B8 IUnderseal I 18,742 I sy I $ 6.46 I $ 121,071 B118"Lime stabilized(8%),12"Compacted Subgrade 18,742 sy $ 18.99 $ 355,904 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,650 sy $ 50.00 $ 432,500 Paving Construction Cost Subtotal: $ 1,294,527 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 51,781 V Prep ROW 4% $ 51,781 V Traffic Control Construction Phase Traffic Control 3% $ 38,836 V Pavement Markings/Markers 5% $ 64,726 V Roadway Drainage Standard Internal System 35% $ 453,085 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 64,726 V Sewer Minor Adjustments 5% $ 64,726 V Landscaping(Basic) Sodding and Erosion Control 2% $ 25,891 V Illumination Standard Ilumination System 6% $ 77,672 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 841,443 Paving and Allowance Subtotal: $ 2,135,970 Construction Contingency: 20% $ 427,194 Construction Cost TOTAL: $ 2,564,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,564,000 Bonds: 5% $ 128,200 Engineering/Survey/Testing: 15% $ 384,600 Mobilization 10% $ 256,400 ROW/Easement Acquisition: IFALSE 1 15% $ 384,600 Project Cost TOTAL: $ 3,718,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n, ""-�,, Description: Project No. 5-Q Project Number: 5-Q This project consists of the construction of a completely new Limits: Proposed roadway segment to Joe Mireur Rd(New Se€roadway. Costing Class: Minor Arterial(Al) Length(If): 1,170 Service Area(s): CC Airport 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,420 cy $ 16.91 $ 74,742 B7 1"Type'B'HMAC 8,450 sy $ 11.70 $ 98,865 B8 IUnderseal I 8,450 I sy I $ 6.46 I $ 54,587 B118"Lime stabilized(8%),12"Compacted Subgrade 8,450 sy $ 18.99 $ 160,466 B13.X No Median 0 sf $ $ D4 (Sidewalk I 3,900 sy $ 50.00 $ 195,000 Paving Construction Cost Subtotal: $ 583,660 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 23,346 V Prep ROW 4% $ 23,346 V Traffic Control Construction Phase Traffic Control 3% $ 17,510 V Pavement Markings/Markers 5% $ 29,183 V Roadway Drainage Standard Internal System 35% $ 204,281 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 29,183 V Sewer Minor Adjustments 5% $ 29,183 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,673 V Illumination Standard Ilumination System 6% $ 35,020 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 379,379 Paving and Allowance Subtotal: $ 963,039 Construction Contingency: 20% $ 192,608 Construction Cost TOTAL: $ 1,156,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,156,000 Bonds: 5% $ 57,800 Engineering/Survey/Testing: 15% $ 173,400 Mobilization 10% $ 115,600 ROW/Easement Acquisition: IFALSE 1 15% $ 173,400 Project Cost TOTAL: $ 1,676,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Inro—rmatfo—rV Description: Project No. 5-W Project Number: 5-W This project consists of the construction of a completely new Limits: Heinsohn Rd(Proposed Segment)to FM 665 roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,095 Service Area(s): CC Airport 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 9,973 cy $ 16.91 $ 168,640 B7 1"Type'B'HMAC 18,914 sy $ 11.70 $ 221,293 B8 IUnderseal I 18,914 I sy I $ 6.46 I $ 122,184 B11 8"Lime stabilized(8%),12"Compacted Subgrade 18,914 sy $ 18.99 $ 359,175 B13 lConcrete Median 12,380 sf $ 53.96 $ 668,025 D4 ISidewalk I 10,317 sy $ 50.00 $ 515,833 I I I I Paving Construction Cost Subtotal: $ 2,055,149 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 82,206 V Prep ROW 4% $ 82,206 V Traffic Control Construction Phase Traffic Control 3% $ 61,654 V Pavement Markings/Markers 5% $ 102,757 V Roadway Drainage Standard Internal System 35% $ 719,302 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 102,757 V Sewer Minor Adjustments 5% $ 102,757 V Landscaping(Basic) Sodding and Erosion Control 2% $ 41,103 V Illumination Standard Ilumination System 6% $ 123,309 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,735,847 Paving and Allowance Subtotal: $ 3,790,995 Construction Contingency: 20% $ 758,199 Construction Cost TOTAL: $ 4,550,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,550,000 Bonds: 5% $ 227,500 Engineering/Survey/Testing: 15% $ 682,500 Mobilization 10% $ 455,000 ROW/Easement Acquisition: IFALSE 1 15% $ 682,500 Project Cost TOTAL: $ 6,598,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 5-X Project Number: 5-X This project consists of the construction of a completely new Limits: Padre Island Dr to Heinsohn Rd roadway. Costing Class: Collector(Cl) Length(If): 2,800 Service Area(s): CC Airport 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,844 cy $ 16.91 $ 115,740 B6 1"Type'D'HMAC 12,756 sy $ 13.78 $ 175,772 B8 IUnderseal I 12,756 I sy I $ 6.46 I $ 82,401 B1212"Compacted Subgrade 13,378 sy $ 5.65 $ 75,584 B13.X No Median 0 sf $ $ D4 (Sidewalk I 9,333 sy $ 50.00 $ 466,667 Paving Construction Cost Subtotal: $ 916,163 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 36,647 V Prep ROW 4% $ 36,647 V Traffic Control Construction Phase Traffic Control 3% $ 27,485 V Pavement Markings/Markers 5% $ 45,808 V Roadway Drainage Standard Internal System 35% $ 320,657 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 45,808 V Sewer Minor Adjustments 5% $ 45,808 V Landscaping(Basic) Sodding and Erosion Control 2% $ 18,323 V Illumination Standard Ilumination System 6% $ 54,970 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 995,506 Paving and Allowance Subtotal: $ 1,911,669 Construction Contingency: 20% $ 382,334 Construction Cost TOTAL: $ 2,295,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,295,000 Bonds: 5% $ 114,750 Engineering/Survey/Testing: 15% $ 344,250 Mobilization 10% $ 229,500 ROW/Easement Acquisition: IFALSE 1 15% $ 344,250 Project Cost TOTAL: $ 3,328,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 5-Y Project Number: 5-Y This project consists of the construction of a completely new Limits: Heinsohn Rd to Joe Mireur Rd roadway. Costing Class: Collector(Cl) Length(If): 4,840 Service Area(s): CC Airport 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 11,831 cy $ 16.91 $ 200,064 B6 1"Type'D'HMAC 22,049 sy $ 13.78 $ 303,834 B8 IUnderseal I 22,049 I sy I $ 6.46 I $ 142,436 B1212"Compacted Subgrade 23,124 sy $ 5.65 $ 130,653 B13.X No Median 0 sf $ $ D4 (Sidewalk I 16,133 sy $ 50.00 $ 806,667 Paving Construction Cost Subtotal: $ 1,583,653 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 63,346 V Prep ROW 4% $ 63,346 V Traffic Control Construction Phase Traffic Control 3% $ 47,510 V Pavement Markings/Markers 5% $ 79,183 V Roadway Drainage Standard Internal System 35% $ 554,279 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 79,183 V Sewer Minor Adjustments 5% $ 79,183 V Landscaping(Basic) Sodding and Erosion Control 2% $ 31,673 V Illumination Standard Ilumination System 6% $ 95,019 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,429,375 Paving and Allowance Subtotal: $ 3,013,028 Construction Contingency: 20% $ 602,606 Construction Cost TOTAL: $ 3,616,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,616,000 Bonds: 5% $ 180,800 Engineering/Survey/Testing: 15% $ 542,400 Mobilization 10% $ 361,600 ROW/Easement Acquisition: IFALSE 1 15% $ 542,400 Project Cost TOTAL: $ 5,243,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 5-Z Project Number: 5-Z This project consists of the construction of a completely new Limits: Heinsohn Rd(Proposed Segment)to Jr Beck Dr roadway. Costing Class: Collector(Cl) Length(If): 2,680 Service Area(s): CC Airport 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,551 cy $ 16.91 $ 110,779 B6 1"Type'D'HMAC 12,209 sy $ 13.78 $ 168,238 B8 IUnderseal I 12,209 I sy I $ 6.46 I $ 78,869 B1212"Compacted Subgrade 12,804 sy $ 5.65 $ 72,345 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,933 sy $ 50.00 $ 446,667 Paving Construction Cost Subtotal: $ 876,899 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 35,076 V Prep ROW 4% $ 35,076 V Traffic Control Construction Phase Traffic Control 3% $ 26,307 V Pavement Markings/Markers 5% $ 43,845 V Roadway Drainage Standard Internal System 35% $ 306,915 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 43,845 V Sewer Minor Adjustments 5% $ 43,845 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,538 V Illumination Standard Ilumination System 6% $ 52,614 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 969,984 Paving and Allowance Subtotal: $ 1,846,883 Construction Contingency: 20% $ 369,377 Construction Cost TOTAL: $ 2,217,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,217,000 Bonds: 5% $ 110,850 Engineering/Survey/Testing: 15% $ 332,550 Mobilization 10% $ 221,700 ROW/Easement Acquisition: IFALSE 1 15% $ 332,550 Project Cost TOTAL: $ 3,215,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-A This project consists of the reconstruction of an existing Limits: Benys Rd to Lantana Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,693 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,677 cy $ 16.91 $ 146,725 B7 1"Type'B'HMAC 16,456 sy $ 11.70 $ 192,535 B8 JUnderseal 16,456 1 sy 1 $ 6.46 $ 106,306 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,456 sy $ 18.99 $ 312,499 B13 lConcrete Median 10,771 sf $ 53.96 $ 581,214 D4 ISidewalk 8,976 sy $ 50.00 $ 448,800 Paving Construction Cost Subtotal: $ 1,788,079 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 71,573— V Prep ROW 4% $ 71,523 V Traffic Control Construction Phase Traffic Control 3% $ 53,642 V Pavement Markings/Markers 5% $ 89,404 V Roadway Drainage Standard Internal System 35% $ 625,828 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 89,404 V Sewer Minor Adjustments 5% $ 89,404 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,762 V Illumination Standard Ilumination System 6% $ 107,285 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,562,251 Paving and Allowance Subtotal: $ 3,350,330 Construction Contingency: 20% $ 670,066 Construction Cost TOTAL: $ 4,021,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,021,000 Bonds: 5% $ 201,050 Engineering/Survey/Testing: 15% $ 603,150 Mobilization 10% $ 402,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 603,150 Project Cost TOTAL:1 $ 5,830,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-13 This project consists of the reconstruction of an existing Limits: Lantana Rd to SH 358 roadway. Costing Class: Secondary Arterial(A2) Length(If): 739 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,382 cy $ 16.91 $ 40,277 B7 1"Type'B'HMAC 4,517 sy $ 11.70 $ 52,853 B8 JUnderseal 4,517 1 sy 1 $ 6.46 $ 29,182 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,517 sy $ 18.99 $ 85,784 B13 lConcrete Median 2,957 sf $ 53.96 $ 159,549 D4 ISidewalk 2,464 sy $ 50.00 $ 123,200 Paving Construction Cost Subtotal: $ 490,845 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 19,634 V Prep ROW 4% $ 19,634 V Traffic Control Construction Phase Traffic Control 3% $ 14,725 V Pavement Markings/Markers 5% $ 24,542 V Roadway Drainage Standard Internal System 35% $ 171,796 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 24,542 V Sewer Minor Adjustments 5% $ 24,542 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,817 V Illumination Standard Ilumination System 6% $ 29,451 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 319,049 Paving and Allowance Subtotal: $ 809,895 Construction Contingency: 20% $ 161,979 Construction Cost TOTAL: $ 972,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 972,000 Bonds: 5% $ 48,600 Engineering/Survey/Testing: 15% $ 145,800 Mobilization 10% $ 97,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 145,800 Project Cost TOTAL:1 $ 1,409,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-C This project consists of the reconstruction of an existing Limits: Dunn Meany rd to Lantana Rd roadway. Costing Class: Primary Collector(0) Length(If): 1,214 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,643 cy $ 16.91 $ 61,607 B7 1"Type'B'HMAC 6,882 sy $ 11.70 $ 80,515 B8 JUnderseal 6,882 1 sy 1 $ 6.46 $ 44,455 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,882 sy $ 18.99 $ 130,682 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 4,048 sy $ 50.00 $ 202,400 Paving Construction Cost Subtotal: $ 519,658 Major Construction Component Allowances: - Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 20,786 V Prep ROW 4% $ 20,786 V Traffic Control Construction Phase Traffic Control 3% $ 15,590 V Pavement Markings/Markers 5% $ 25,983 V Roadway Drainage Standard Internal System 35% $ 181,880 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 25,983 V Sewer Minor Adjustments 5% $ 25,983 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,393 V Illumination Standard Ilumination System 6% $ 31,179 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 337,778 Paving and Allowance Subtotal: $ 857,436 Construction Contingency: 20% $ 171,487 Construction Cost TOTAL: $ 1,029,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,029,000 Bonds: 5% $ 51,450 Engineering/Survey/Testing: 15% $ 154,350 Mobilization 10% $ 102,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 154,350 Project Cost TOTAL:1 $ 1,492,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-D This project consists of the reconstruction of an existing Limits: Lantana Rd to McBride Ln roadway. Costing Class: Primary Collector(0) Length(If): 3,379 Service Area(s): Westside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,138 cy $ 16.91 $ 171,427 B7 1"Type'B'HMAC 19,149 sy $ 11.70 $ 224,041 B8 JUnderseal 19,149 1 sy 1 $ 6.46 $ 123,701 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,149 sy $ 18.99 $ 363,636 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 11,264 sy $ 50.00 $ 563,200 Paving Construction Cost Subtotal: $ 1,446,005 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 57,840 V Prep ROW 4% $ 57,840 V Traffic Control Construction Phase Traffic Control 3% $ 43,380 V Pavement Markings/Markers 5% $ 72,300 V Roadway Drainage Standard Internal System 35% $ 506,102 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 72,300 V Sewer Minor Adjustments 5% $ 72,300 V Landscaping(Basic) Sodding and Erosion Control 2% $ 28,920 V Illumination Standard Ilumination System 6% $ 86,760 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,339,903 Paving and Allowance Subtotal: $ 2,785,908 Construction Contingency: 20% $ 557,182 Construction Cost TOTAL: $ 3,3441 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,344,000 Bonds: 5% $ 167,200 Engineering/Survey/Testing: 15% $ 501,600 Mobilization 10% $ 334,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 501,600 Project Cost TOTAL:1 $ 4,849,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-E This project consists of the reconstruction of an existing Limits: McBride Ln to Kansas City Southern Railway Track roadway. Costing Class: Primary Collector(0) Length(If): 1,109 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,326 cy $ 16.91 $ 56,249 B7 1"Type'B'HMAC 6,283 sy $ 11.70 $ 73,513 B8 JUnderseal 6,283 1 sy 1 $ 6.46 $ 40,589 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,283 sy $ 18.99 $ 119,318 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 3,696 sy $ 50.00 $ 184,800 Paving Construction Cost Subtotal: $ 474,470 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 18,979 V Prep ROW 4% $ 18,979 V Traffic Control Construction Phase Traffic Control 3% $ 14,234 V Pavement Markings/Markers 5% $ 23,724 V Roadway Drainage Standard Internal System 35% $ 166,065 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 23,724 V Sewer Minor Adjustments 5% $ 23,724 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,489 V Illumination Standard Ilumination System 6% $ 28,468 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 308,406 Paving and Allowance Subtotal: $ 782,876 Construction Contingency: Q070 $ 156,575 Construction Cost TOT $ 940,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 940,000 Bonds: 5% $ 47,000 Engineering/Survey/Testing: 15% $ 141,000 Mobilization 10% $ 94,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 141,000 Project Cost TOTAL:1 $ 1,363,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-F This project consists of the reconstruction of an existing Limits: Kansas City Southern Railway Track to N Navigation Blvd roadway. Costing Class: Primary Collector(0) Length(If): 792 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,376 cy $ 16.91 $ 40,178 B7 1"Type'B'HMAC 4,488 sy $ 11.70 $ 52,510 B8 JUnderseal 4,488 1 sy 1 $ 6.46 $ 28,992 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,488 sy $ 18.99 $ 85,227 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 2,640 sy $ 50.00 $ 132,000 Paving Construction Cost Subtotal: $ 338,907 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 13,556 V Prep ROW 4% $ 13,556 V Traffic Control Construction Phase Traffic Control 3% $ 10,167 V Pavement Markings/Markers 5% $ 16,945 V Roadway Drainage Standard Internal System 35% $ 118,618 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 16,945 V Sewer Minor Adjustments 5% $ 16,945 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,778 V Illumination Standard Ilumination System 6% $ 20,334 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 220,290 Paving and Allowance Subtotal: $ 559,197 Construction Contingency: 20% $ 111,839 Construction Cost TOTAL: $ 672,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 672,000 Bonds: 5% $ 33,600 Engineering/Survey/Testing: 15% $ 100,800 Mobilization 10% $ 67,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 100,800 Project Cost TOTAL:1 $ 974,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-G This project consists of the reconstruction of an existing Limits: 1-37 to Leopard St roadway. Costing Class: Primary Collector(0) Length(If): 3,696 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 11,088 cy $ 16.91 $ 187,498 B7 1"Type'B'HMAC 20,944 sy $ 11.70 $ 245,045 B8 JUnderseal 20,944 1 sy 1 $ 6.46 $ 135,298 B11 8"Lime stabilized(8%),12"Compacted Subgrade 20,944 sy $ 18.99 $ 397,727 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 12,320 sy $ 50.00 $ 616,000 Paving Construction Cost Subtotal: $ 1,581,568 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 63,263 V Prep ROW 4% $ 63,263 V Traffic Control Construction Phase Traffic Control 3% $ 47,447 V Pavement Markings/Markers 5% $ 79,078 V Roadway Drainage Standard Internal System 35% $ 553,549 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 79,078 V Sewer Minor Adjustments 5% $ 79,078 V Landscaping(Basic) Sodding and Erosion Control 2% $ 31,631 V Illumination Standard Ilumination System 6% $ 94,894 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,428,019 Paving and Allowance Subtotal: $ 3,009,587 Construction Contingency: 20% $ 601,917 Construction Cost TOTAL: $ 3,612,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,612,000 Bonds: 5% $ 180,600 Engineering/Survey/Testing: 15% $ 541,800 Mobilization 10% $ 361,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 541,800 Project Cost TOTAL:1 $ 5,237,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-H This project consists of the reconstruction of an existing Limits: Leopard St to Old Robstown Rd roadway. Costing Class: Primary Collector(0) Length(If): 1,267 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,802 cy $ 16.91 $ 64,285 B7 1"Type'B'HMAC 7,181 sy $ 11.70 $ 84,015 B8 JUnderseal 7,181 1 sy 1 $ 6.46 $ 46,388 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,181 sy $ 18.99 $ 136,363 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 4,224 sy $ 50.00 $ 211,200 Paving Construction Cost Subtotal: $ 542,252 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 21,690 V Prep ROW 4% $ 21,690 V Traffic Control Construction Phase Traffic Control 3% $ 16,268 V Pavement Markings/Markers 5% $ 27,113 V Roadway Drainage Standard Internal System 35% $ 189,788 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 27,113 V Sewer Minor Adjustments 5% $ 27,113 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,845 V Illumination Standard Ilumination System 6% $ 32,535 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 352,464 Paving and Allowance Subtotal: $ 894,715 Construction Contingency: 20% $ 178,943 Construction Cost TOTAL: $ 1,0741 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,074,000 Bonds: 5% $ 53,700 Engineering/Survey/Testing: 15% $ 161,100 Mobilization 10% $ 107,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 161,100 Project Cost TOTAL:1 $ 1,557,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-1 This project consists of the reconstruction of an existing Limits: Old Robstown Rd to Palm Dr roadway. Costing Class: Primary Collector(0) Length(If): 3,062 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,187 cy $ 16.91 $ 155,356 B7 1"Type'B'HMAC 17,354 sy $ 11.70 $ 203,037 B8 JUnderseal 17,354 1 sy 1 $ 6.46 $ 112,104 B11 8"Lime stabilized(8%),12"Compacted Subgrade 17,354 sy $ 18.99 $ 329,545 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 10,208 sy $ 50.00 $ 510,400 Paving Construction Cost Subtotal: $ 1,310,442 Major Construction Component Allowances: 11116, Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 52,418 V Prep ROW 4% $ 52,418 V Traffic Control Construction Phase Traffic Control 3% $ 39,313 V Pavement Markings/Markers 5% $ 65,522 V Roadway Drainage Standard Internal System 35% $ 458,655 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 65,522 V Sewer Minor Adjustments 5% $ 65,522 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,209 V Illumination Standard Ilumination System 6% $ 78,627 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,251,787 Paving and Allowance Subtotal: $ 2,562,229 Construction Contingency: 20% $ 512,446 Construction Cost TOTAL: $ 3,075,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,075,000 Bonds: 5% $ 153,750 Engineering/Survey/Testing: 15% $ 461,250 Mobilization 10% $ 307,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 461,250 Project Cost TOTAL:1 $ 4,459,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-J This project consists of the reconstruction of an existing Limits: Palm Dr to N Port Ave roadway. Costing Class: Primary Collector(0) Length(If): 1,320 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,960 cy $ 16.91 $ 66,964 B7 1"Type'B'HMAC 7,480 sy $ 11.70 $ 87,516 B8 JUnderseal 7,480 1 sy 1 $ 6.46 $ 48,321 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,480 sy $ 18.99 $ 142,045 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 4,400 sy $ 50.00 $ 220,000 Paving Construction Cost Subtotal: $ 564,846 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 22,594 V Prep ROW 4% $ 22,594 V Traffic Control Construction Phase Traffic Control 3% $ 16,945 V Pavement Markings/Markers 5% $ 28,242 V Roadway Drainage Standard Internal System 35% $ 197,696 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 28,242 V Sewer Minor Adjustments 5% $ 28,242 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,297 V Illumination Standard Ilumination System 6% $ 33,891 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 367,150 Paving and Allowance Subtotal: $ 931,995 Construction Contingency: 20% $ 186,399 Construction Cost TOTAL: $ 1,119,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,119,000 Bonds: 5% $ 55,950 Engineering/Survey/Testing: 15% $ 167,850 Mobilization 10% $ 111,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 167,850 Project Cost TOTAL:1 $ 1,623,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-K This project consists of the reconstruction of an existing Limits: N Port Ave to N 19th St roadway. Costing Class: Primary Collector(0) Length(If): 1,426 Service Area(s): Westside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,277 cy $ 16.91 $ 72,321 B7 1"Type'B'HMAC 8,078 sy $ 11.70 $ 94,517 B8 Underseal 8,078 sy $ 6.46 $ 52,186 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,078 sy $ 18.99 $ 153,409 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 4,752 sy $ 50.00 $ 237,600 Paving Construction Cost Subtotal: $ 610,033 Major Construction Component Allowances: - Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 24,401 V Prep ROW 4% $ 24,401 V Traffic Control Construction Phase Traffic Control 3% $ 18,301 V Pavement Markings/Markers 5% $ 30,502 V Roadway Drainage Standard Internal System 35% $ 213,512 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 30,502 V Sewer Minor Adjustments 5% $ 30,502 V Landscaping(Basic) Sodding and Erosion Control 2% $ 12,201 V Illumination Standard Ilumination System 6% $ 36,602 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 396,522 Paving and Allowance Subtotal: $ 1,006,555 Construction Contingency: 20% $ 201,311 Construction Cost TOTAL: $ 1,208,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,208,000 Bonds: 5% $ 60,400 Engineering/Survey/Testing: 15% $ 181,200 Mobilization 10% $ 120,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 181,200 Project Cost TOTAL:1 $ 1,752,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-L This project consists of the reconstruction of an existing Limits: N 19th St to TX 286 roadway. Costing Class: Primary Collector(0) Length(If): 1,109 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,326 cy $ 16.91 $ 56,249 B7 1"Type'B'HMAC 6,283 sy $ 11.70 $ 73,513 B8 JUnderseal 6,283 1 sy 1 $ 6.46 $ 40,589 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,283 sy $ 18.99 $ 119,318 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 3,696 sy $ 50.00 $ 184,800 Paving Construction Cost Subtotal: $ 474,470 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 18,979 V Prep ROW 4% $ 18,979 V Traffic Control Construction Phase Traffic Control 3% $ 14,234 V Pavement Markings/Markers 5% $ 23,724 V Roadway Drainage Standard Internal System 35% $ 166,065 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 23,724 V Sewer Minor Adjustments 5% $ 23,724 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,489 V Illumination Standard Ilumination System 6% $ 28,468 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 308,406 Paving and Allowance Subtotal: $ 782,876 Construction Contingency: Q070 $ 156,575 Construction Cost TOT $ 940,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 940,000 Bonds: 5% $ 47,000 Engineering/Survey/Testing: 15% $ 141,000 Mobilization 10% $ 94,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 141,000 Project Cost TOTAL:1 $ 1,363,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-M This project consists of the reconstruction of an existing Limits: TX 286 to Greenwood Dr roadway. Costing Class: Minor Arterial(Al) Length(If): 3,749 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 14,162 cy $ 16.91 $ 239,482 B7 1"Type'B'HMAC 27,075 sy $ 11.70 $ 316,774 B8 JUnderseal 27,075 1 sy 1 $ 6.46 $ 174,902 B11 8"Lime stabilized(8%),12"Compacted Subgrade 27,075 sy $ 18.99 $ 514,148 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 12,496 sy $ 50.00 $ 624,800 Paving Construction Cost Subtotal: $ 1,870,106 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 74,804 V Prep ROW 4% $ 74,804 V Traffic Control Construction Phase Traffic Control 3% $ 56,103 V Pavement Markings/Markers 5% $ 93,505 V Roadway Drainage Standard Internal System 35% $ 654,537 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 93,505 V Sewer Minor Adjustments 5% $ 93,505 V Landscaping(Basic) Sodding and Erosion Control 2% $ 37,402 V Illumination Standard Ilumination System 6% $ 112,206 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,615,569 Paving and Allowance Subtotal: $ 3,485,674 Construction Contingency: 20% $ 697,135 Construction Cost TOTAL: $ 4,183,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,183,000 Bonds: 5% $ 209,150 Engineering/Survey/Testing: 15% $ 627,450 Mobilization 10% $ 418,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 627,450 Project Cost TOTAL:1 $ 6,065,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 • • • Description: Project Number: 6-N This project consists of the reconstruction of an existing Limits: Airport Rd to Angela Dr roadway. Costing Class: Minor Arterial(Al) Length(If): 2,798 Service Area(s): Westside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,572 cy $ 16.91 $ 178,768 B7 1"Type'B'HMAC 20,211 sy $ 11.70 $ 236,465 B8 Underseal 20,211 sy $ 6.46 $ 130,561 B11 8"Lime stabilized(8%),12"Compacted Subgrade 20,211 sy $ 18.99 $ 383,801 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 9,328 sy $ 50.00 $ 466,400 Paving Construction Cost Subtotal: $ 1,395,994 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 55,840 V Prep ROW 4% $ 55,840 V Traffic Control Construction Phase Traffic Control 3% $ 41,880 V Pavement Markings/Markers 5% $ 69,800 V Roadway Drainage Standard Internal System 35% $ 488,598 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 69,800 V Sewer Minor Adjustments 5% $ 69,800 V Landscaping(Basic) Sodding and Erosion Control 2% $ 27,920 V Illumination Standard Ilumination System 6% $ 83,760 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,307,396 Paving and Allowance Subtotal: $ 2,703,391 Construction Contingency: 20% $ 540,678 Construction Cost TOTAL: $ 3,245,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,245,000 Bonds: 5% $ 162,250 Engineering/Survey/Testing: 15% $ 486,750 Mobilization 10% $ 324,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 486,750 Project Cost TOTAL:1 $ 4,705,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- • Project Number: 6-0 This project consists of the reconstruction of an existing Limits: Angela Dr to Old Brownsville Rd roadway. Costing Class: Minor Arterial(Al) Length(If): 1,584 Service Area(s): Westside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,984 cy $ 16.91 $ 101,189 B7 1"Type'B'HMAC 11,440 sy $ 11.70 $ 133,848 B8 JUnderseal 11,440 1 sy 1 $ 6.46 $ 73,902 B11 8"Lime stabilized(8%),12"Compacted Subgrade 11,440 sy $ 18.99 $ 217,246 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 5,280 sy $ 50.00 $ 264,000 Paving Construction Cost Subtotal: $ 790,185 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 31,607 V Prep ROW 4% $ 31,607 V Traffic Control Construction Phase Traffic Control 3% $ 23,706 V Pavement Markings/Markers 5% $ 39,509 V Roadway Drainage Standard Internal System 35% $ 276,565 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 39,509 V Sewer Minor Adjustments 5% $ 39,509 V Landscaping(Basic) Sodding and Erosion Control 2% $ 15,804 V Illumination Standard Ilumination System 6% $ 47,411 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 513,621 Paving and Allowance Subtotal: $ 1,303,806 Construction Contingency: 20% $ 260,761 Construction Cost TOTAL: $ 1,565,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,565,000 Bonds: 5% $ 78,250 Engineering/Survey/Testing: 15% $ 234,750 Mobilization 10% $ 156,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 234,750 Project Cost TOTAL:1 $ 2,269,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-P This project consists of the reconstruction of an existing Limits: Old Brownsvillw Rd to Bear Ln roadway. Costing Class: Minor Arterial(Al) Length(If): 1,056 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,989 cy $ 16.91 $ 67,460 B7 1"Type'B'HMAC 7,627 sy $ 11.70 $ 89,232 B8 JUnderseal 7,627 1 sy 1 $ 6.46 $ 49,268 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,627 sy $ 18.99 $ 144,830 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 3,520 sy $ 50.00 $ 176,000 Paving Construction Cost Subtotal: $ 526,790 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 21,072 V Prep ROW 4% $ 21,072 V Traffic Control Construction Phase Traffic Control 3% $ 15,804 V Pavement Markings/Markers 5% $ 26,340 V Roadway Drainage Standard Internal System 35% $ 184,377 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 26,340 V Sewer Minor Adjustments 5% $ 26,340 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,536 V Illumination Standard Ilumination System 6% $ 31,607 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 342,414 Paving and Allowance Subtotal: $ 869,204 Construction Contingency: 20% $ 173,841 Construction Cost TOTAL: $ 1,0441 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,044,000 Bonds: 5% $ 52,200 Engineering/Survey/Testing: 15% $ 156,600 Mobilization 10% $ 104,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 156,600 Project Cost TOTAL:1 $ 1,514,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: 11 Project Number: 6-Q This project consists of the reconstruction of an existing Limits: Bear Ln to N Green Tree Dr roadway. Costing Class: Minor Arterial(Al) Length(If): 1,531 Service Area(s): Westside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,785 cy $ 16.91 $ 97,816 B7 1"Type'B'HMAC 11,059 sy $ 11.70 $ 129,386 B8 Underseal 11,059 sy $ 6.46 $ 71,439 B11 8"Lime stabilized(8%),12"Compacted Subgrade 11,059 sy $ 18.99 $ 210,004 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 5,104 sy $ 50.00 $ 255,200 Paving Construction Cost Subtotal: $ 763,846 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 30,554 V Prep ROW 4% $ 30,554 V Traffic Control Construction Phase Traffic Control 3% $ 22,915 V Pavement Markings/Markers 5% $ 38,192 V Roadway Drainage Standard Internal System 35% $ 267,346 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 38,192 V Sewer Minor Adjustments 5% $ 38,192 V Landscaping(Basic) Sodding and Erosion Control 2% $ 15,277 V Illumination Standard Ilumination System 6% $ 45,831 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 496,500 Paving and Allowance Subtotal: $ 1,260,346 Construction Contingency: 20% $ 252,069 Construction Cost TOTAL: $ 1,513,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,513,000 Bonds: 5% $ 75,650 Engineering/Survey/Testing: 15% $ 226,950 Mobilization 10% $ 151,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 226,950 Project Cost TOTAL:1 $ 2,194,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-11 This project consists of the reconstruction of an existing Limits: N Green Tree Dr to 2917'N of Bear Ln roadway. Costing Class: Minor Arterial(Al) Length(If): 1,056 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,989 cy $ 16.91 $ 67,460 B7 1"Type'B'HMAC 7,627 sy $ 11.70 $ 89,232 B8 JUnderseal 7,627 1 sy 1 $ 6.46 $ 49,268 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,627 sy $ 18.99 $ 144,830 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 3,520 sy $ 50.00 $ 176,000 Paving Construction Cost Subtotal: $ 526,790 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 21,072 V Prep ROW 4% $ 21,072 V Traffic Control Construction Phase Traffic Control 3% $ 15,804 V Pavement Markings/Markers 5% $ 26,340 V Roadway Drainage Standard Internal System 35% $ 184,377 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 26,340 V Sewer Minor Adjustments 5% $ 26,340 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,536 V Illumination Standard Ilumination System 6% $ 31,607 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 342,414 Paving and Allowance Subtotal: $ 869,204 Construction Contingency: 20% $ 173,841 Construction Cost TOTAL: $ 1,0441 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,044,000 Bonds: 5% $ 52,200 Engineering/Survey/Testing: 15% $ 156,600 Mobilization 10% $ 104,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 156,600 Project Cost TOTAL:1 $ 1,514,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-S This project consists of the reconstruction of an existing Limits: 2917'N of Bear Ln to Santa Elena St roadway. Costing Class: Minor Arterial(Al) Length(If): 2,587 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,774 cy $ 16.91 $ 165,276 B7 1"Type'B'HMAC 18,685 sy $ 11.70 $ 218,618 B8 JUnderseal 18,685 1 sy 1 $ 6.46 $ 120,707 B11 8"Lime stabilized(8%),12"Compacted Subgrade 18,685 sy $ 18.99 $ 354,834 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,624 sy $ 50.00 $ 431,200 Paving Construction Cost Subtotal: $ 1,290,636 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 51,675— V Prep ROW 4% $ 51,625 V Traffic Control Construction Phase Traffic Control 3% $ 38,719 V Pavement Markings/Markers 5% $ 64,532 V Roadway Drainage Standard Internal System 35% $ 451,723 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 64,532 V Sewer Minor Adjustments 5% $ 64,532 V Landscaping(Basic) Sodding and Erosion Control 2% $ 25,813 V Illumination Standard Ilumination System 6% $ 77,438 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 838,914 Paving and Allowance Subtotal: $ 2,129,550 Construction Contingency: 20% $ 425,910 Construction Cost TOTAL: $ 2,556,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,556,000 Bonds: 5% $ 127,800 Engineering/Survey/Testing: 15% $ 383,400 Mobilization 10% $ 255,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 383,400 Project Cost TOTAL:1 $ 3,706,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-T This project consists of the reconstruction of an existing Limits: Santa Elena St to Agnes St roadway. Costing Class: Minor Arterial(Al) Length(If): 2,640 Service Area(s): Westside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,973 cy $ 16.91 $ 168,649 B7 1"Type'B'HMAC 19,067 sy $ 11.70 $ 223,080 B8 Underseal 19,067 sy $ 6.46 $ 123,171 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,067 sy $ 18.99 $ 362,076 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,316,976 Major Construction Component Allowances: W Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 52,679 V Prep ROW 4% $ 52,679 V Traffic Control Construction Phase Traffic Control 3% $ 39,509 V Pavement Markings/Markers 5% $ 65,849 V Roadway Drainage Standard Internal System 35% $ 460,942 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 65,849 V Sewer Minor Adjustments 5% $ 65,849 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,340 V Illumination Standard Ilumination System 6% $ 79,019 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,256,034 Paving and Allowance Subtotal: $ 2,573,010 Construction Contingency: 20% $ 514,602 Construction Cost TOTAL: $ 3,088,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,088,000 Bonds: 5% $ 154,400 Engineering/Survey/Testing: 15% $ 463,200 Mobilization 10% $ 308,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 463,200 Project Cost TOTAL:1 $ 4,478,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-U This project consists of the reconstruction of an existing Limits: Agnes St to Leopard St roadway. Costing Class: Minor Arterial(Al) Length(If): 4,171 Service Area(s): Westside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 15,758 cy $ 16.91 $ 266,466 B7 1"Type'B'HMAC 30,125 sy $ 11.70 $ 352,466 B8 JUnderseal 30,125 1 sy 1 $ 6.46 $ 194,610 B11 8"Lime stabilized(8%),12"Compacted Subgrade 30,125 sy $ 18.99 $ 572,080 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 13,904 sy $ 50.00 $ 695,200 Paving Construction Cost Subtotal: $ 2,080,822 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 83,233 V Prep ROW 4% $ 83,233 V Traffic Control Construction Phase Traffic Control 3% $ 62,425 V Pavement Markings/Markers 5% $ 104,041 V Roadway Drainage Standard Internal System 35% $ 728,288 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 104,041 V Sewer Minor Adjustments 5% $ 104,041 V Landscaping(Basic) Sodding and Erosion Control 2% $ 41,616 V Illumination Standard Ilumination System 6% $ 124,849 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,752,534 Paving and Allowance Subtotal: $ 3,833,356 Construction Contingency: 20% $ 766,671 Construction Cost TOTAL: $ 4,601,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,601,000 Bonds: 5% $ 230,050 Engineering/Survey/Testing: 15% $ 690,150 Mobilization 10% $ 460,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 690,150 Project Cost TOTAL:1 $ 6,671,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 • • • Description: Project Number: 6-V This project consists of the reconstruction of an existing Limits: TX 358 to Flato Rd roadway. Costing Class: Minor Arterial(Al) Length(If): 2,323 Service Area(s): Westside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,777 cy $ 16.91 $ 148,411 B7 1"Type'B'HMAC 16,779 sy $ 11.70 $ 196,310 B8 Underseal 16,779 sy $ 6.46 $ 108,390 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,779 sy $ 18.99 $ 318,627 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 7,744 sy $ 50.00 $ 387,200 Paving Construction Cost Subtotal: $ 1,158,939 Major Construction Component Allowances: _..:=111 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 46,358 V Prep ROW 4% $ 46,358 V Traffic Control Construction Phase Traffic Control 3% $ 34,768 V Pavement Markings/Markers 5% $ 57,947 V Roadway Drainage Standard Internal System 35% $ 405,629 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 57,947 V Sewer Minor Adjustments 5% $ 57,947 V Landscaping(Basic) Sodding and Erosion Control 2% $ 23,179 V Illumination Standard Ilumination System 6% $ 69,536 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 753,310 Paving and Allowance Subtotal: $ 1,912,249 Construction Contingency: Q070 $ 382,450 Construction Cost TOT $ 2,295,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,295,000 Bonds: 5% $ 114,750 Engineering/Survey/Testing: 15% $ 344,250 Mobilization 10% $ 229,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 344,250 Project Cost TOTAL:1 $ 3,328,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-W This project consists of the reconstruction of an existing Limits: Flato Rd to Cliff Maus Dr roadway. Costing Class: Minor Arterial(Al) Length(If): 2,059 Service Area(s): Westside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,779 cy $ 16.91 $ 131,546 B7 1"Type'B'HMAC 14,872 sy $ 11.70 $ 174,002 B8 Underseal 14,872 sy $ 6.46 $ 96,073 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,872 sy $ 18.99 $ 282,419 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 6,864 sy $ 50.00 $ 343,200 Paving Construction Cost Subtotal: $ 1,027,241 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 41,090 V Prep ROW 4% $ 41,090 V Traffic Control Construction Phase Traffic Control 3% $ 30,817 V Pavement Markings/Markers 5% $ 51,362 V Roadway Drainage Standard Internal System 35% $ 359,534 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 51,362 V Sewer Minor Adjustments 5% $ 51,362 V Landscaping(Basic) Sodding and Erosion Control 2% $ 20,545 V Illumination Standard Ilumination System 6% $ 61,634 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 667,707 Paving and Allowance Subtotal: $ 1,694,948 Construction Contingency: 20% $ 338,990 Construction Cost TOTAL: $ 2,0341 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,034,000 Bonds: 5% $ 101,700 Engineering/Survey/Testing: 15% $ 305,100 Mobilization 10% $ 203,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 305,100 Project Cost TOTAL:1 $ 2,949,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-X This project consists of the reconstruction of an existing Limits: Cliff Maus Dr to Navigation Blvd roadway. Costing Class: Minor Arterial(Al) Length(If): 634 Service Area(s): Westside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 2,394 cy $ 16.91 $ 40,476 B7 1"Type'B'HMAC 4,576 sy $ 11.70 $ 53,539 B8 JUnderseal 4,576 1 sy 1 $ 6.46 $ 29,561 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,576 sy 1 $ 18.99 $ 86,898 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 2,112 sy $ 50.00 $ 105,600 Paving Construction Cost Subtotal: $ 316,074 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 12,643 V Prep ROW 4% $ 12,643 V Traffic Control Construction Phase Traffic Control 3% $ 9,482 V Pavement Markings/Markers 5% $ 15,804 V Roadway Drainage Standard Internal System 35% $ 110,626 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 15,804 V Sewer Minor Adjustments 5% $ 15,804 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,321 V Illumination Standard Ilumination System 6% $ 18,964 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 205,448 Paving and Allowance Subtotal: $ 521,522 Construction Contingency: 20% $ 104,304 Construction Cost TOTAL: $ 626,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 626,000 Bonds: 5% $ 31,300 Engineering/Survey/Testing: 15% $ 93,900 Mobilization 10% $ 62,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 93,900 Project Cost TOTAL:1 $ 908,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 6-Y This project consists of the reconstruction of an existing Limits: Navigation Blvd to Old Brownsville Rd roadway. Costing Class: Minor Arterial(Al) Length(If): 1,373 Service Area(s): Westside 1 Description Expansion Project oadway Construction • • • No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 5,186 cy $ 16.91 $ 87,698 B7 1"Type'B'HMAC 9,915 sy $ 11.70 $ 116,002 B8 JUnderseal 9,915 1 sy 1 $ 6.46 $ 64,049 B11 8"Lime stabilized(8%),12"Compacted Subgrade 9,915 sy 1 $ 18.99 $ 188,280 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 4,576 sy $ 50.00 $ 228,800 Paving Construction Cost Subtotal: $ 684,827 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 27,393 V Prep ROW 4% $ 27,393 V Traffic Control Construction Phase Traffic Control 3% $ 20,545 V Pavement Markings/Markers 5% $ 34,241 V Roadway Drainage Standard Internal System 35% $ 239,690 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 34,241 V Sewer Minor Adjustments 5% $ 34,241 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,697 V Illumination Standard Ilumination System 6% $ 41,090 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 445,138 Paving and Allowance Subtotal: $ 1,129,965 Construction Contingency: 20% $ 225,993 Construction Cost TOTAL: $ 1,356,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,356,000 Bonds: 5% $ 67,800 Engineering/Survey/Testing: 15% $ 203,400 Mobilization 10% $ 135,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 203,400 Project Cost TOTAL:1 $ 1,966,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-rV """6 Description: Project No. 6-Z Project Number: 6-Z This project consists of the construction of a completely new Limits: Flato Rd to Navigation Blvd roadway. Costing Class: Collector(Cl) Length(If): 2,746 Service Area(s): Westside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,711 cy $ 16.91 $ 113,491 B6 1"Type'D'HMAC 12,508 sy $ 13.78 $ 172,357 B8 IUnderseal I 12,508 I sy I $ 6.46 I $ 80,800 B1212"Compacted Subgrade 13,118 sy $ 5.65 $ 74,116 B13.X No Median 0 sf $ $ D4 (Sidewalk I 9,152 sy $ 50.00 $ 457,600 Paving Construction Cost Subtotal: $ 898,363 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 35,935 V Prep ROW 4% $ 35,935 V Traffic Control Construction Phase Traffic Control 3% $ 26,951 V Pavement Markings/Markers 5% $ 44,918 V Roadway Drainage Standard Internal System 35% $ 314,427 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 44,918 V Sewer Minor Adjustments 5% $ 44,918 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,967 V Illumination Standard Ilumination System 6% $ 53,902 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 983,936 Paving and Allowance Subtotal: $ 1,882,300 Construction Contingency: 20% $ 376,460 Construction Cost TOTAL: $ 2,259,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,259,000 Bonds: 5% $ 112,950 Engineering/Survey/Testing: 15% $ 338,850 Mobilization 10% $ 225,900 ROW/Easement Acquisition: IFALSE 1 15% $ 338,850 Project Cost TOTAL: $ 3,276,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 6-AA Project Number: 6-AA This project consists of the construction of a completely new Limits: 345'E of Centaurus St to Omaha Dr Ext roadway. Costing Class: Collector(Cl) Length(If): 317 Service Area(s): Westside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 774 cy $ 16.91 $ 13,095 B6 1"Type'D'HMAC 1,443 sy $ 13.78 $ 19,887 B8 IUnderseal I 1,443 I sy I $ 6.46 I $ 9,323 B1212"Compacted Subgrade 1,514 sy $ 5.65 $ 8,552 B13.X No Median 0 sf $ $ D4 (Sidewalk I 1,056 sy $ 50.00 $ 52,800 Paving Construction Cost Subtotal: $ 103,657 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 4,146 V Prep ROW 4% $ 4,146 V Traffic Control Construction Phase Traffic Control 3% $ 3,110 V Pavement Markings/Markers 5% $ 5,183 V Roadway Drainage Standard Internal System 35% $ 36,280 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 5,183 V Sewer Minor Adjustments 5% $ 5,183 V Landscaping(Basic) Sodding and Erosion Control 2% $ 2,073 V Illumination Standard Ilumination System 6% $ 6,219 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 67,377 Paving and Allowance Subtotal: $ 171,035 Construction Contingency: 20% $ 34,207 Construction Cost TOTAL: $ 206,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 206,000 Bonds: 5% $ 10,300 Engineering/Survey/Testing: 15% $ 30,900 Mobilization 10% $ 20,600 ROW/Easement Acquisition: IFALSE 1 15% $ 30,900 Project Cost TOTAL: $ 299,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informat Description: Project No. 6-AB Project Number: 6-AB This project consists of the construction of a completely new Limits: Omaha Dr Ext to 233'E of 45th St roadway. Costing Class: Collector(Cl) Length(If): 1,162 Service Area(s): Westside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,839 cy $ 16.91 $ 48,015 B6 1"Type'D'HMAC 5,292 sy $ 13.78 $ 72,920 B8 IUnderseal I 5,292 I sy I $ 6.46 I $ 34,185 B1212"Compacted Subgrade 5,550 sy $ 5.65 $ 31,357 B13.X No Median 0 sf $ $ D4 (Sidewalk I 3,872 sy $ 50.00 $ 193,600 Paving Construction Cost Subtotal: $ 380,077 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 15,203 V Prep ROW 4% $ 15,203 V Traffic Control Construction Phase Traffic Control 3% $ 11,402 V Pavement Markings/Markers 5% $ 19,004 V Roadway Drainage Standard Internal System 35% $ 133,027 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 19,004 V Sewer Minor Adjustments 5% $ 19,004 V Landscaping(Basic) Sodding and Erosion Control 2% $ 7,602 V Illumination Standard Ilumination System 6% $ 22,805 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 247,050 Paving and Allowance Subtotal: $ 627,127 Construction Contingency: 20% $ 125,425 Construction Cost TOTAL: $ 753,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 753,000 Bonds: 5% $ 37,650 Engineering/Survey/Testing: 15% $ 112,950 Mobilization 10% $ 75,300 ROW/Easement Acquisition: IFALSE 1 15% $ 112,950 Project Cost TOTAL: $ 1,092,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 6-AC 9„ Project Number: 6-AC This project consists of the construction of a completely new Limits: Agnes St to Santa Elena St roadway. Costing Class: Collector(Cl) Length(If): 2,640 Service Area(s): Westside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,453 cy $ 16.91 $ 109,126 B6 1"Type'D'HMAC 12,027 sy $ 13.78 $ 165,727 B8 IUnderseal I 12,027 I sy I $ 6.46 I $ 77,692 B1212"Compacted Subgrade 12,613 sy $ 5.65 $ 71,265 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 863,811 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 34,552 V Prep ROW 4% $ 34,552 V Traffic Control Construction Phase Traffic Control 3% $ 25,914 V Pavement Markings/Markers 5% $ 43,191 V Roadway Drainage Standard Internal System 35% $ 302,334 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 43,191 V Sewer Minor Adjustments 5% $ 43,191 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,276 V Illumination Standard Ilumination System 6% $ 51,829 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 961,477 Paving and Allowance Subtotal: $ 1,825,288 Construction Contingency: 20% $ 365,058 Construction Cost TOTAL: $ 2,191,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,191,000 Bonds: 5% $ 109,550 Engineering/Survey/Testing: 15% $ 328,650 Mobilization 10% $ 219,100 ROW/Easement Acquisition: IFALSE 1 15% $ 328,650 Project Cost TOTAL: $ 3,177,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 6-AD Project Number: 6-AD This project consists of the construction of a completely new Limits: Santa Elena St to Bates Rd Ext roadway. Costing Class: Collector(Cl) Length(If): 2,587 Service Area(s): Westside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,324 cy $ 16.91 $ 106,943 B6 1"Type'D'HMAC 11,786 sy $ 13.78 $ 162,413 B8 IUnderseal I 11,786 I sy I $ 6.46 I $ 76,138 B1212"Compacted Subgrade 12,361 sy $ 5.65 $ 69,840 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,624 sy $ 50.00 $ 431,200 Paving Construction Cost Subtotal: $ 846,535 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 33,861 V Prep ROW 4% $ 33,861 V Traffic Control Construction Phase Traffic Control 3% $ 25,396 V Pavement Markings/Markers 5% $ 42,327 V Roadway Drainage Standard Internal System 35% $ 296,287 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 42,327 V Sewer Minor Adjustments 5% $ 42,327 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,931 V Illumination Standard Ilumination System 6% $ 50,792 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 550,248 Paving and Allowance Subtotal: $ 1,396,782 Construction Contingency: 20% $ 279,356 Construction Cost TOTAL: $ 1,677,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,677,000 Bonds: 5% $ 83,850 Engineering/Survey/Testing: 15% $ 251,550 Mobilization 10% $ 167,700 ROW/Easement Acquisition: IFALSE 1 15% $ 251,550 Project Cost TOTAL: $ 2,432,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Inro—rmatfo—rV ..... Description: Project No. 6-AE Project Number: 6-AE This project consists of the construction of a completely new Limits: Flato Rd to Navigation Blvd roadway. Costing Class: Collector(Cl) Length(If): 2,693 Service Area(s): Westside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,582 cy $ 16.91 $ 111,308 B6 1"Type'D'HMAC 12,267 sy $ 13.78 $ 169,042 B8 IUnderseal I 12,267 I sy I $ 6.46 I $ 79,246 B1212"Compacted Subgrade 12,866 sy $ 5.65 $ 72,691 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,976 sy $ 50.00 $ 448,800 Paving Construction Cost Subtotal: $ 881,087 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 35,243 V Prep ROW 4% $ 35,243 V Traffic Control Construction Phase Traffic Control 3% $ 26,433 V Pavement Markings/Markers 5% $ 44,054 V Roadway Drainage Standard Internal System 35% $ 308,381 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 44,054 V Sewer Minor Adjustments 5% $ 44,054 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,622 V Illumination Standard Ilumination System 6% $ 52,865 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 972,707 Paving and Allowance Subtotal: $ 1,853,794 Construction Contingency: 20% $ 370,759 Construction Cost TOTAL: $ 2,225,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,225,000 Bonds: 5% $ 111,250 Engineering/Survey/Testing: 15% $ 333,750 Mobilization 10% $ 222,500 ROW/Easement Acquisition: IFALSE 1 15% $ 333,750 Project Cost TOTAL: $ 3,226,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Inr0_rm9,tT0_rV ""6 Description: Project No. 6-AF Project Number: 6-AF This project consists of the construction of a completely new Limits: Navigation Blvd to Omaha Dr Ext roadway. Costing Class: Collector(Cl) Length(If): 1,637 Service Area(s): Westside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,001 cy $ 16.91 $ 67,658 B6 1"Type'D'HMAC 7,457 sy $ 13.78 $ 102,751 B8 IUnderseal I 7,457 I sy I $ 6.46 I $ 48,169 B1212"Compacted Subgrade 7,820 sy $ 5.65 $ 44,185 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,456 sy $ 50.00 $ 272,800 Paving Construction Cost Subtotal: $ 535,563 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 21,423 V Prep ROW 4% $ 21,423 V Traffic Control Construction Phase Traffic Control 3% $ 16,067 V Pavement Markings/Markers 5% $ 26,778 V Roadway Drainage Standard Internal System 35% $ 187,447 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 26,778 V Sewer Minor Adjustments 5% $ 26,778 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,711 V Illumination Standard Ilumination System 6% $ 32,134 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 348,116 Paving and Allowance Subtotal: $ 883,679 Construction Contingency: 20% $ 176,736 Construction Cost TOTAL: $ 1,061,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,061,000 Bonds: 5% $ 53,050 Engineering/Survey/Testing: 15% $ 159,150 Mobilization 10% $ 106,100 ROW/Easement Acquisition: IFALSE 1 15% $ 159,150 Project Cost TOTAL: $ 1,538,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- '"—k� Description: Project No. 6-AG Project Number: 6-AG This project consists of the construction of a completely new Limits: Omaha Dr Ext to Old Brownsville Rd roadway. Costing Class: Collector(Cl) Length(If): 2,218 Service Area(s): Westside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,421 cy $ 16.91 $ 91,666 B6 1"Type'D'HMAC 10,102 sy $ 13.78 $ 139,211 B8 IUnderseal I 10,102 I sy I $ 6.46 I $ 65,262 B1212"Compacted Subgrade 10,595 sy $ 5.65 $ 59,863 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,392 sy $ 50.00 $ 369,600 Paving Construction Cost Subtotal: $ 725,601 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 29,024 V Prep ROW 4% $ 29,024 V Traffic Control Construction Phase Traffic Control 3% $ 21,768 V Pavement Markings/Markers 5% $ 36,280 V Roadway Drainage Standard Internal System 35% $ 253,960 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 36,280 V Sewer Minor Adjustments 5% $ 36,280 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,512 V Illumination Standard Ilumination System 6% $ 43,536 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 471,641 Paving and Allowance Subtotal: $ 1,197,242 Construction Contingency: 20% $ 239,448 Construction Cost TOTAL: $ 1,437,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,437,000 Bonds: 5% $ 71,850 Engineering/Survey/Testing: 15% $ 215,550 Mobilization 10% $ 143,700 ROW/Easement Acquisition: IFALSE 1 15% $ 215,550 Project Cost TOTAL: $ 2,084,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Inr0_rm9,tT0_rV ""6 Description: Project No. 6-AH Project Number: 6-AH This project consists of the construction of a completely new Limits: Navigation Blvd to EX Omaha Dr End roadway. Costing Class: Collector(Cl) Length(If): 1,795 Service Area(s): Westside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,388 cy $ 16.91 $ 74,206 B6 1"Type'D'HMAC 8,178 sy $ 13.78 $ 112,695 B8 IUnderseal I 8,178 I sy I $ 6.46 I $ 52,831 B1212"Compacted Subgrade 8,577 sy $ 5.65 $ 48,460 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,984 sy $ 50.00 $ 299,200 Paving Construction Cost Subtotal: $ 587,391 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 23,496 V Prep ROW 4% $ 23,496 V Traffic Control Construction Phase Traffic Control 3% $ 17,622 V Pavement Markings/Markers 5% $ 29,370 V Roadway Drainage Standard Internal System 35% $ 205,587 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 29,370 V Sewer Minor Adjustments 5% $ 29,370 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,748 V Illumination Standard Ilumination System 6% $ 35,243 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 381,804 Paving and Allowance Subtotal: $ 969,196 Construction Contingency: 20% $ 193,839 Construction Cost TOTAL: $ 1,164,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,164,000 Bonds: 5% $ 58,200 Engineering/Survey/Testing: 15% $ 174,600 Mobilization 10% $ 116,400 ROW/Easement Acquisition: IFALSE 1 15% $ 174,600 Project Cost TOTAL: $ 1,688,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-A This project consists of the reconstruction of an existing Limits: Old Brownsville Rd to CR 37 roadway. Costing Class: Minor Arterial(Al) Length(If): 3,221 Service Area(s): Westside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,167 cy $ 16.91 $ 205,752 B7 1"Type'B'HMAC 23,261 sy $ 11.70 $ 272,158 B8 JUnderseal 23,261 1 sy 1 $ 6.46 $ 150,268 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,261 sy $ 18.99 $ 441,733 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 10,736 sy $ 50.00 $ 536,800 Paving Construction Cost Subtotal: $ 1,606,710 Major Construction Component Allowances: - Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 64,268 V Prep ROW 4% $ 64,268 V Traffic Control Construction Phase Traffic Control 3% $ 48,201 V Pavement Markings/Markers 5% $ 80,336 V Roadway Drainage Standard Internal System 35% $ 562,349 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 80,336 V Sewer Minor Adjustments 5% $ 80,336 V Landscaping(Basic) Sodding and Erosion Control 2% $ 32,134 V Illumination Standard Ilumination System 6% $ 96,403 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,444,362 Paving and Allowance Subtotal: $ 3,051,072 Construction Contingency: 20% $ 610,214 Construction Cost TOTAL: $ 3,662,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,662,000 Bonds: 5% $ 183,100 Engineering/Survey/Testing: 15% $ 549,300 Mobilization 10% $ 366,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 549,300 Project Cost TOTAL:1 $ 5,310,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-13 This project consists of the reconstruction of an existing Limits: CR 37 to CR 35 roadway. Costing Class: Primary Arterial(A3) Length(If): 3,696 Service Area(s): Westside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 17,043 cy $ 16.91 $ 288,191 B7 1"Type'B'HMAC 32,853 sy $ 11.70 $ 384,384 B8 Underseal 32,853 sy $ 6.46 $ 212,233 B11 8"Lime stabilized(8%),12"Compacted Subgrade 32,853 sy $ 18.99 $ 623,885 B13 lConcrete Median 18,480 sf $ 53.96 $ 997,181 D4 ISidewalk 12,320 sy $ 50.00 $ 616,000 Paving Construction Cost Subtotal: $ 3,121,874 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 124,875 V Prep ROW 4% $ 124,875 V Traffic Control Construction Phase Traffic Control 3% $ 93,656 V Pavement Markings/Markers 5% $ 156,094 V Roadway Drainage Standard Internal System 35% $ 1,092,656 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 156,094 V Sewer Minor Adjustments 5% $ 156,094 V Landscaping(Basic) Sodding and Erosion Control 2% $ 62,437 V Illumination Standard Ilumination System 6% $ 187,312 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,429,218 Paving and Allowance Subtotal: $ 5,551,091 Construction Contingency: Q070 $ 1,110,218 Construction Cost TOT $ 6,662,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 6,662,000 Bonds: 5% $ 333,100 Engineering/Survey/Testing: 15% $ 999,300 Mobilization 10% $ 666,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 999,300 Project Cost TOTAL:1 $ 9,660,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-C This project consists of the reconstruction of an existing Limits: CR 35 to Calle Las Colonias roadway. Costing Class: Primary Arterial(A3) Length(If): 2,376 Service Area(s): Westside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,956 cy $ 16.91 $ 185,266 B7 1"Type'B'HMAC 21,120 sy $ 11.70 $ 247,104 B8 JUnderseal 21,120 1 sy 1 $ 6.46 $ 136,435 B11 8"Lime stabilized(8%),12"Compacted Subgrade 21,120 sy $ 18.99 $ 401,069 B13 lConcrete Median 11,880 sf $ 53.96 $ 641,045 D4 ISidewalk 7,920 sy $ 50.00 $ 396,000 Paving Construction Cost Subtotal: $ 2,006,919 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 80,277 V Prep ROW 4% $ 80,277 V Traffic Control Construction Phase Traffic Control 3% $ 60,208 V Pavement Markings/Markers 5% $ 100,346 V Roadway Drainage Standard Internal System 35% $ 702,422 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 100,346 V Sewer Minor Adjustments 5% $ 100,346 V Landscaping(Basic) Sodding and Erosion Control 2% $ 40,138 V Illumination Standard Ilumination System 6% $ 120,415 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,304,497 Paving and Allowance Subtotal: $ 3,311,416 Construction Contingency: 20% $ 662,283 Construction Cost TOTAL: $ 3,974,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,974,000 Bonds: 5% $ 198,700 Engineering/Survey/Testing: 15% $ 596,100 Mobilization 10% $ 397,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 596,100 Project Cost TOTAL:1 $ 5,762,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-D This project consists of the reconstruction of an existing Limits: Calle Las Colonias to 275'West of CII Cuernavaca roadway. Costing Class: Primary Arterial(A3) Length(If): 1,162 Service Area(s): Westside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,356 cy $ 16.91 $ 90,574 B7 1"Type'B'HMAC 10,325 sy $ 11.70 $ 120,806 B8 JUnderseal 10,325 1 sy 1 $ 6.46 $ 66,702 B11 8"Lime stabilized(8%),12"Compacted Subgrade 10,325 sy 1 $ 18.99 $ 196,078 B13 lConcrete Median 5,808 sf $ 53.96 $ 313,400 D4 ISidewalk 3,872 sy $ 50.00 $ 193,600 Paving Construction Cost Subtotal: $ 981,160 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 39,246 V Prep ROW 4% $ 39,246 V Traffic Control Construction Phase Traffic Control 3% $ 29,435 V Pavement Markings/Markers 5% $ 49,058 V Roadway Drainage Standard Internal System 35% $ 343,406 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 49,058 V Sewer Minor Adjustments 5% $ 49,058 V Landscaping(Basic) Sodding and Erosion Control 2% $ 19,623 V Illumination Standard Ilumination System 6% $ 58,870 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 637,754 Paving and Allowance Subtotal: $ 1,618,914 Construction Contingency: 20% $ 323,783 Construction Cost TOTAL: $ 1,943,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,943,000 Bonds: 5% $ 97,150 Engineering/Survey/Testing: 15% $ 291,450 Mobilization 10% $ 194,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 291,450 Project Cost TOTAL:1 $ 2,817,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-E This project consists of the reconstruction of an existing Limits: 275'West of CII Cuernavaca to Greenwood Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 1,742 Service Area(s): Westside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,034 cy $ 16.91 $ 135,862 B7 1"Type'B'HMAC 15,488 sy $ 11.70 $ 181,210 B8 JUnderseal 15,488 1 sy 1 $ 6.46 $ 100,052 B11 8"Lime stabilized(8%),12"Compacted Subgrade 15,488 sy $ 18.99 $ 294,117 B13 lConcrete Median 8,712 sf $ 53.96 $ 470,100 D4 ISidewalk 5,808 sy $ 50.00 $ 290,400 Paving Construction Cost Subtotal: $ 1,471,740 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 58,870 V Prep ROW 4% $ 58,870 V Traffic Control Construction Phase Traffic Control 3% $ 44,152 V Pavement Markings/Markers 5% $ 73,587 V Roadway Drainage Standard Internal System 35% $ 515,109 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 73,587 V Sewer Minor Adjustments 5% $ 73,587 V Landscaping(Basic) Sodding and Erosion Control 2% $ 29,435 V Illumination Standard Ilumination System 6% $ 88,304 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 956,631 Paving and Allowance Subtotal: $ 2,428,372 Construction Contingency: 20% $ 485,674 Construction Cost TOTAL: $ 2,915,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,915,000 Bonds: 5% $ 145,750 Engineering/Survey/Testing: 15% $ 437,250 Mobilization 10% $ 291,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 437,250 Project Cost TOTAL:1 $ 4,227,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-F This project consists of the reconstruction of an existing Limits: Greenwood Drto New Road(North of Saratoga) roadway. Costing Class: Primary Arterial(A3) Length(If): 1,848 Service Area(s): Westside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 8,521 cy $ 16.91 $ 144,096 B7 1"Type'B'HMAC 16,427 sy $ 11.70 $ 192,192 B8 JUnderseal 16,427 1 sy 1 $ 6.46 $ 106,116 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,427 sy 1 $ 18.99 $ 311,942 B13 lConcrete Median 9,240 sf $ 53.96 $ 498,590 D4 ISidewalk 6,160 sy $ 50.00 $ 308,000 Paving Construction Cost Subtotal: $ 1,560,937 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 62,437 V Prep ROW 4% $ 62,437 V Traffic Control Construction Phase Traffic Control 3% $ 46,828 V Pavement Markings/Markers 5% $ 78,047 V Roadway Drainage Standard Internal System 35% $ 546,328 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 78,047 V Sewer Minor Adjustments 5% $ 78,047 V Landscaping(Basic) Sodding and Erosion Control 2% $ 31,219 V Illumination Standard Ilumination System 6% $ 93,656 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,014,609 Paving and Allowance Subtotal: $ 2,575,546 Construction Contingency: 20% $ 515,109 Construction Cost TOTAL: $ 3,091,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,091,000 Bonds: 5% $ 154,550 Engineering/Survey/Testing: 15% $ 463,650 Mobilization 10% $ 309,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 463,650 Project Cost TOTAL:1 $ 4,482,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-G This project consists of the reconstruction of an existing Limits: New Road(North of Saratoga)to TX 286 roadway. Costing Class: Primary Arterial(A3) Length(If): 2,218 Service Area(s): Westside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,226 cy $ 16.91 $ 172,915 B7 1"Type'B'HMAC 19,712 sy $ 11.70 $ 230,630 B8 JUnderseal 19,712 1 sy 1 $ 6.46 $ 127,340 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,712 sy $ 18.99 $ 374,331 B13 lConcrete Median 11,088 sf $ 53.96 $ 598,308 D4 ISidewalk 7,392 sy $ 50.00 $ 369,600 Paving Construction Cost Subtotal: $ 1,873,124 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 74,925 V Prep ROW 4% $ 74,925 V Traffic Control Construction Phase Traffic Control 3% $ 56,194 V Pavement Markings/Markers 5% $ 93,656 V Roadway Drainage Standard Internal System 35% $ 655,593 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 93,656 V Sewer Minor Adjustments 5% $ 93,656 V Landscaping(Basic) Sodding and Erosion Control 2% $ 37,462 V Illumination Standard Ilumination System 6% $ 112,387 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,217,531 Paving and Allowance Subtotal: $ 3,090,655 Construction Contingency: Q070 $ 618,131 Construction Cost TOT $ 3,709,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,709,000 Bonds: 5% $ 185,450 Engineering/Survey/Testing: 15% $ 556,350 Mobilization 10% $ 370,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 556,350 Project Cost TOTAL:1 $ 5,378,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-H This project consists of the reconstruction of an existing Limits: Los Robles St to Greenwood Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,109 Service Area(s): Westside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 3,573 cy $ 16.91 $ 60,416 B7 1"Type'B'HMAC 6,776 sy $ 11.70 $ 79,279 B8 JUnderseal 6,776 1 sy 1 $ 6.46 $ 43,773 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,776 sy 1 $ 18.99 $ 128,676 B13 lConcrete Median 4,435 sf $ 53.96 $ 239,323 D4 ISidewalk 3,696 sy $ 50.00 $ 184,800 Paving Construction Cost Subtotal: $ 736,268 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 29,451 V Prep ROW 4% $ 29,451 V Traffic Control Construction Phase Traffic Control 3% $ 22,088 V Pavement Markings/Markers 5% $ 36,813 V Roadway Drainage Standard Internal System 35% $ 257,694 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 36,813 V Sewer Minor Adjustments 5% $ 36,813 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,725 V Illumination Standard Ilumination System 6% $ 44,176 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 478,574 Paving and Allowance Subtotal: $ 1,214,842 Construction Contingency: 20% $ 242,968 Construction Cost TOTAL: $ 1,458,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,458,000 Bonds: 5% $ 72,900 Engineering/Survey/Testing: 15% $ 218,700 Mobilization 10% $ 145,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 218,700 Project Cost TOTAL:1 $ 2,114,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-1 This project consists of the reconstruction of an existing Limits: Greenwood Drto Martin St roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,640 Service Area(s): Westside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 8,507 cy $ 16.91 $ 143,848 B7 1"Type'B'HMAC 16,133 sy $ 11.70 $ 188,760 B8 JUnderseal 16,133 1 sy 1 $ 6.46 $ 104,221 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,133 sy 1 $ 18.99 $ 306,372 B13 lConcrete Median 10,560 sf $ 53.96 $ 569,818 D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,753,019 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,171— V Prep ROW 4% $ 70,121 V Traffic Control Construction Phase Traffic Control 3% $ 52,591 V Pavement Markings/Markers 5% $ 87,651 V Roadway Drainage Standard Internal System 35% $ 613,557 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 87,651 V Sewer Minor Adjustments 5% $ 87,651 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,060 V Illumination Standard Ilumination System 6% $ 105,181 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,539,462 Paving and Allowance Subtotal: $ 3,292,481 Construction Contingency: 20% $ 658,496 Construction Cost TOTAL: $ 3,951,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,951,000 Bonds: 5% $ 197,550 Engineering/Survey/Testing: 15% $ 592,650 Mobilization 10% $ 395,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 592,650 Project Cost TOTAL:1 $ 5,729,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-J This project consists of the reconstruction of an existing Limits: Martin St to TX 286 roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,478 Service Area(s): Westside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,764 cy $ 16.91 $ 80,555 B7 1"Type'B'HMAC 9,035 sy $ 11.70 $ 105,706 B8 JUnderseal 9,035 1 sy 1 $ 6.46 $ 58,364 B11 8"Lime stabilized(8%),12"Compacted Subgrade 9,035 sy $ 18.99 $ 171,568 B13 lConcrete Median 5,914 sf $ 53.96 $ 319,098 D4 ISidewalk 4,928 sy $ 50.00 $ 246,400 Paving Construction Cost Subtotal: $ 981,690 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 39,268 V Prep ROW 4% $ 39,268 V Traffic Control Construction Phase Traffic Control 3% $ 29,451 V Pavement Markings/Markers 5% $ 49,085 V Roadway Drainage Standard Internal System 35% $ 343,592 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 49,085 V Sewer Minor Adjustments 5% $ 49,085 V Landscaping(Basic) Sodding and Erosion Control 2% $ 19,634 V Illumination Standard Ilumination System 6% $ 58,901 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 638,099 Paving and Allowance Subtotal: $ 1,619,789 Construction Contingency: 20% $ 323,958 Construction Cost TOTAL: $ 1,944,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,944,000 Bonds: 5% $ 97,200 Engineering/Survey/Testing: 15% $ 291,600 Mobilization 10% $ 194,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 291,600 Project Cost TOTAL:1 $ 2,819,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-K This project consists of the reconstruction of an existing Limits: SH 358 to 158'N of Jr Beck Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 3,168 Service Area(s): Westside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 14,608 cy $ 16.91 $ 247,021 B7 1"Type'B'HMAC 28,160 sy $ 11.70 $ 329,472 B8 Underseal 28,160 sy $ 6.46 $ 181,914 B11 8"Lime stabilized(8%),12"Compacted Subgrade 28,160 sy $ 18.99 $ 534,758 B13 lConcrete Median 15,840 sf $ 53.96 $ 854,726 D4 ISidewalk 10,560 sy $ 50.00 $ 528,000 Paving Construction Cost Subtotal: $ 2,675,892 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 107,036 V Prep ROW 4% $ 107,036 V Traffic Control Construction Phase Traffic Control 3% $ 80,277 V Pavement Markings/Markers 5% $ 133,795 V Roadway Drainage Standard Internal System 35% $ 936,562 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 133,795 V Sewer Minor Adjustments 5% $ 133,795 V Landscaping(Basic) Sodding and Erosion Control 2% $ 53,518 V Illumination Standard Ilumination System 6% $ 160,554 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,139,330 Paving and Allowance Subtotal: $ 4,815,221 Construction Contingency: 20% $ 963,044 Construction Cost TOTAL: $ 5,779,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,779,000 Bonds: 5% $ 288,950 Engineering/Survey/Testing: 15% $ 866,850 Mobilization 10% $ 577,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 866,850 Project Cost TOTAL:1 $ 8,380,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-L This project consists of the reconstruction of an existing Limits: 158'N of Jr Beck Drto Holly Rd Extension roadway. Costing Class: Primary Arterial(A3) Length(If): 634 Service Area(s): Westside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 2,922 cy $ 16.91 $ 49,404 B7 1"Type'B'HMAC 5,632 sy $ 11.70 $ 65,894 B8 JUnderseal 5,632 1 sy 1 $ 6.46 $ 36,383 B11 8"Lime stabilized(8%),12"Compacted Subgrade 5,632 sy 1 $ 18.99 $ 106,952 B13 lConcrete Median 3,168 sf $ 53.96 $ 170,945 D4 ISidewalk 2,112 sy $ 50.00 $ 105,600 Paving Construction Cost Subtotal: $ 535,178 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 21,477- V Prep ROW 4% $ 21,407 V Traffic Control Construction Phase Traffic Control 3% $ 16,055 V Pavement Markings/Markers 5% $ 26,759 V Roadway Drainage Standard Internal System 35% $ 187,312 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 26,759 V Sewer Minor Adjustments 5% $ 26,759 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,704 V Illumination Standard Ilumination System 6% $ 32,111 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 347,866 Paving and Allowance Subtotal: $ 883,044 Construction Contingency: 20% $ 176,609 Construction Cost TOTAL: $ 1,060,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,060,000 Bonds: 5% $ 53,000 Engineering/Survey/Testing: 15% $ 159,000 Mobilization 10% $ 106,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 159,000 Project Cost TOTAL:1 $ 1,537,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-M This project consists of the reconstruction of an existing Limits: Holly Rd Extension to New Road EW 2 roadway. Costing Class: Primary Arterial(A3) Length(If): 2,112 Service Area(s): Westside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,739 cy $ 16.91 $ 164,681 B7 1"Type'B'HMAC 18,773 sy $ 11.70 $ 219,648 B8 Underseal 18,773 sy $ 6.46 $ 121,276 B11 8"Lime stabilized(8%),12"Compacted Subgrade 18,773 sy $ 18.99 $ 356,506 B13 lConcrete Median 10,560 sf $ 53.96 $ 569,818 D4 ISidewalk 7,040 sy $ 50.00 $ 352,000 Paving Construction Cost Subtotal: $ 1,783,928 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 71,377- V Prep ROW 4% $ 71,357 V Traffic Control Construction Phase Traffic Control 3% $ 53,518 V Pavement Markings/Markers 5% $ 89,196 V Roadway Drainage Standard Internal System 35% $ 624,375 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 89,196 V Sewer Minor Adjustments 5% $ 89,196 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,679 V Illumination Standard Ilumination System 6% $ 107,036 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,159,553 Paving and Allowance Subtotal: $ 2,943,481 Construction Contingency: 20% $ 588,696 Construction Cost TOTAL: $ 3,533,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,533,000 Bonds: 5% $ 176,650 Engineering/Survey/Testing: 15% $ 529,950 Mobilization 10% $ 353,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 529,950 Project Cost TOTAL:1 $ 5,123,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-N This project consists of the reconstruction of an existing Limits: New Road EW 2 to New Road EW1 roadway. Costing Class: Primary Arterial(A3) Length(If): 2,851 Service Area(s): Westside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 13,147 cy $ 16.91 $ 222,319 B7 1"Type'B'HMAC 25,344 sy $ 11.70 $ 296,525 B8 JUnderseal 25,344 1 sy 1 $ 6.46 $ 163,722 B11 8"Lime stabilized(8%),12"Compacted Subgrade 25,344 sy $ 18.99 $ 481,283 B13 lConcrete Median 14,256 sf $ 53.96 $ 769,254 D4 ISidewalk 9,504 sy $ 50.00 $ 475,200 Paving Construction Cost Subtotal: $ 2,408,303 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 96,332 V Prep ROW 4% $ 96,332 V Traffic Control Construction Phase Traffic Control 3% $ 72,249 V Pavement Markings/Markers 5% $ 120,415 V Roadway Drainage Standard Internal System 35% $ 842,906 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 120,415 V Sewer Minor Adjustments 5% $ 120,415 V Landscaping(Basic) Sodding and Erosion Control 2% $ 48,166 V Illumination Standard Ilumination System 6% $ 144,498 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,965,397 Paving and Allowance Subtotal: $ 4,373,699 Construction Contingency: 20% $ 874,740 Construction Cost TOTAL: $ 5,249,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,249,000 Bonds: 5% $ 262,450 Engineering/Survey/Testing: 15% $ 787,350 Mobilization 10% $ 524,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 787,350 Project Cost TOTAL:1 $ 7,611,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- • Project Number: 7-0 This project consists of the reconstruction of an existing Limits: New Road EW 1 to Saratoga Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,904 Service Area(s): Westside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 13,391 cy $ 16.91 $ 226,436 B7 1"Type'B'HMAC 25,813 sy $ 11.70 $ 302,016 B8 JUnderseal 25,813 1 sy 1 $ 6.46 $ 166,754 B11 8"Lime stabilized(8%),12"Compacted Subgrade 25,813 sy $ 18.99 $ 490,195 B13 lConcrete Median 14,520 sf $ 53.96 $ 783,499 D4 ISidewalk 9,680 sy $ 50.00 $ 484,000 Paving Construction Cost Subtotal: $ 2,452,901 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 98,116 V Prep ROW 4% $ 98,116 V Traffic Control Construction Phase Traffic Control 3% $ 73,587 V Pavement Markings/Markers 5% $ 122,645 V Roadway Drainage Standard Internal System 35% $ 858,515 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 122,645 V Sewer Minor Adjustments 5% $ 122,645 V Landscaping(Basic) Sodding and Erosion Control 2% $ 49,058 V Illumination Standard Ilumination System 6% $ 147,174 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,994,385 Paving and Allowance Subtotal: $ 4,447,286 Construction Contingency: 20% $ 889,457 Construction Cost TOTAL: $ 5,337,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,337,000 Bonds: 5% $ 266,850 Engineering/Survey/Testing: 15% $ 800,550 Mobilization 10% $ 533,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 800,550 Project Cost TOTAL:1 $ 7,739,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-P This project consists of the reconstruction of an existing Limits: Saratoga Blvd to New Road(S of Saratoga) roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,640 Service Area(s): Westside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,507 cy $ 16.91 $ 143,848 B7 1"Type'B'HMAC 16,133 sy $ 11.70 $ 188,760 B8 JUnderseal 16,133 1 sy 1 $ 6.46 $ 104,221 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,133 sy 1 $ 18.99 $ 306,372 B13 lConcrete Median 10,560 sf $ 53.96 $ 569,818 D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,753,019 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,171— V Prep ROW 4% $ 70,121 V Traffic Control Construction Phase Traffic Control 3% $ 52,591 V Pavement Markings/Markers 5% $ 87,651 V Roadway Drainage Standard Internal System 35% $ 613,557 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 87,651 V Sewer Minor Adjustments 5% $ 87,651 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,060 V Illumination Standard Ilumination System 6% $ 105,181 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,539,462 Paving and Allowance Subtotal: $ 3,292,481 Construction Contingency: 20% $ 658,496 Construction Cost TOTAL: $ 3,951,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,951,000 Bonds: 5% $ 197,550 Engineering/Survey/Testing: 15% $ 592,650 Mobilization 10% $ 395,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 592,650 Project Cost TOTAL:1 $ 5,729,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: 11 Project Number: 7-Q This project consists of the reconstruction of an existing Limits: New Road(S of Saratoga)to 2250'S of New Road(S of&roadway. Costing Class: Primary Collector(0) Length(If): 2,270 Service Area(s): Westside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,811 cy $ 16.91 $ 115,177 B7 1"Type'B'HMAC 12,866 sy $ 11.70 $ 150,528 B8 JUnderseal 12,866 1 sy 1 $ 6.46 $ 83,112 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,866 sy $ 18.99 $ 244,318 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 7,568 sy $ 50.00 $ 378,400 Paving Construction Cost Subtotal: $ 971,534 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 38,861 V Prep ROW 4% $ 38,861 V Traffic Control Construction Phase Traffic Control 3% $ 29,146 V Pavement Markings/Markers 5% $ 48,577 V Roadway Drainage Standard Internal System 35% $ 340,037 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 48,577 V Sewer Minor Adjustments 5% $ 48,577 V Landscaping(Basic) Sodding and Erosion Control 2% $ 19,431 V Illumination Standard Ilumination System 6% $ 58,292 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 631,497 Paving and Allowance Subtotal: $ 1,603,032 Construction Contingency: 20% $ 320,606 Construction Cost TOTAL: $ 1,924,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,924,000 Bonds: 5% $ 96,200 Engineering/Survey/Testing: 15% $ 288,600 Mobilization 10% $ 192,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 288,600 Project Cost TOTAL:1 $ 2,790,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Inro—rmatfo—rV ..... Description: Project No. 7-R Project Number: 7-11 This project consists of the construction of a completely new Limits: Sliverberry Dr to Greenwood Dr roadway. Costing Class: Collector(Cl) Length(If): 2,851 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,970 cy $ 16.91 $ 117,856 B6 1"Type'D'HMAC 12,989 sy $ 13.78 $ 178,986 B8 IUnderseal I 12,989 I sy I $ 6.46 I $ 83,908 B1212"Compacted Subgrade 13,622 sy $ 5.65 $ 76,967 B13.X No Median 0 sf $ $ D4 (Sidewalk I 9,504 sy $ 50.00 $ 475,200 Paving Construction Cost Subtotal: $ 932,916 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 37,317 V Prep ROW 4% $ 37,317 V Traffic Control Construction Phase Traffic Control 3% $ 27,987 V Pavement Markings/Markers 5% $ 46,646 V Roadway Drainage Standard Internal System 35% $ 326,521 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 46,646 V Sewer Minor Adjustments 5% $ 46,646 V Landscaping(Basic) Sodding and Erosion Control 2% $ 18,658 V Illumination Standard Ilumination System 6% $ 55,975 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,006,395 Paving and Allowance Subtotal: $ 1,939,311 Construction Contingency: 20% $ 387,862 Construction Cost TOTAL: $ 2,328,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,328,000 Bonds: 5% $ 116,400 Engineering/Survey/Testing: 15% $ 349,200 Mobilization 10% $ 232,800 ROW/Easement Acquisition: IFALSE 1 15% $ 349,200 Project Cost TOTAL: $ 3,376,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-S Project Number: 7-S This project consists of the construction of a completely new Limits: Holly Rd to Crosstown Expy roadway. Costing Class: Collector(Cl) Length(If): 3,010 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,357 cy $ 16.91 $ 124,403 B6 1"Type'D'HMAC 13,710 sy $ 13.78 $ 188,929 B8 IUnderseal I 13,710 I sy I $ 6.46 I $ 88,569 B1212"Compacted Subgrade 14,379 sy $ 5.65 $ 81,242 B13.X No Median 0 sf $ $ D4 (Sidewalk I 10,032 sy $ 50.00 $ 501,600 Paving Construction Cost Subtotal: $ 984,744 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 39,390 V Prep ROW 4% $ 39,390 V Traffic Control Construction Phase Traffic Control 3% $ 29,542 V Pavement Markings/Markers 5% $ 49,237 V Roadway Drainage Standard Internal System 35% $ 344,661 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 49,237 V Sewer Minor Adjustments 5% $ 49,237 V Landscaping(Basic) Sodding and Erosion Control 2% $ 19,695 V Illumination Standard Ilumination System 6% $ 59,085 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,040,084 Paving and Allowance Subtotal: $ 2,024,828 Construction Contingency: 20% $ 404,966 Construction Cost TOTAL: $ 2,430,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,430,000 Bonds: 5% $ 121,500 Engineering/Survey/Testing: 15% $ 364,500 Mobilization 10% $ 243,000 ROW/Easement Acquisition: IFALSE 1 15% $ 364,500 Project Cost TOTAL: $ 3,524,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-T Project Number: 7-T This project consists of the construction of a completely new Limits: 136'S of Secretariat St to New Road EW 3 roadway. Costing Class: Collector(Cl) Length(If): 158 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 387 cy $ 16.91 $ 6,548 B6 1"Type'D'HMAC 722 sy $ 13.78 $ 9,944 B8 IUnderseal I 722 I sy I $ 6.46 I $ 4,662 B1212"Compacted Subgrade 757 sy $ 5.65 $ 4,276 B13.X No Median 0 sf $ $ D4 (Sidewalk I 528 sy $ 50.00 $ 26,400 Paving Construction Cost Subtotal: $ 51,829 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 2,073 V Prep ROW 4% $ 2,073 V Traffic Control Construction Phase Traffic Control 3% $ 1,555 V Pavement Markings/Markers 5% $ 2,591 V Roadway Drainage Standard Internal System 35% $ 18,140 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 2,591 V Sewer Minor Adjustments 5% $ 2,591 V Landscaping(Basic) Sodding and Erosion Control 2% $ 1,037 V Illumination Standard Ilumination System 6% $ 3,110 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 33,689 Paving and Allowance Subtotal: $ 85,517 Construction Contingency: 20% $ 17,103 Construction Cost TOTAL: $ 103,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 103,000 Bonds: 5% $ 5,150 Engineering/Survey/Testing: 15% $ 15,450 Mobilization 10% $ 10,300 ROW/Easement Acquisition: IFALSE 1 15% $ 15,450 Project Cost TOTAL: $ 149,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Info_rmatfo_n ""'O� W Description: Project No. 7-U Project Number: 7-U This project consists of the construction of a completely new Limits: 600'East of Harwick Dr to New Road(North of Saratog roadway. Costing Class: Collector(Cl) Length(If): 792 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,936 cy $ 16.91 $ 32,738 B6 1"Type'D'HMAC 3,608 sy $ 13.78 $ 49,718 B8 IUnderseal I 3,608 I sy I $ 6.46 I $ 23,308 B1212"Compacted Subgrade 3,784 sy $ 5.65 $ 21,380 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,640 sy $ 50.00 $ 132,000 Paving Construction Cost Subtotal: $ 259,143 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 10,366 V Prep ROW 4% $ 10,366 V Traffic Control Construction Phase Traffic Control 3% $ 7,774 V Pavement Markings/Markers 5% $ 12,957 V Roadway Drainage Standard Internal System 35% $ 90,700 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 12,957 V Sewer Minor Adjustments 5% $ 12,957 V Landscaping(Basic) Sodding and Erosion Control 2% $ 5,183 V Illumination Standard Ilumination System 6% $ 15,549 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 168,443 Paving and Allowance Subtotal: $ 427,586 Construction Contingency: 20% $ 85,517 Construction Cost TOTAL: $ 514,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 514,000 Bonds: 5% $ 25,700 Engineering/Survey/Testing: 15% $ 77,100 Mobilization 10% $ 51,400 ROW/Easement Acquisition: IFALSE 1 15% $ 77,100 Project Cost TOTAL: $ 745,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 7-V Project Number: 7-V This project consists of the construction of a completely new Limits: New Road(North of Saratoga)to Martin St Extension roadway. Costing Class: Collector(Cl) Length(If): 792 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,936 cy $ 16.91 $ 32,738 B6 1"Type'D'HMAC 3,608 sy $ 13.78 $ 49,718 B8 IUnderseal I 3,608 I sy I $ 6.46 I $ 23,308 B1212"Compacted Subgrade 3,784 sy $ 5.65 $ 21,380 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,640 sy $ 50.00 $ 132,000 Paving Construction Cost Subtotal: $ 259,143 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 10,366 V Prep ROW 4% $ 10,366 V Traffic Control Construction Phase Traffic Control 3% $ 7,774 V Pavement Markings/Markers 5% $ 12,957 V Roadway Drainage Standard Internal System 35% $ 90,700 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 12,957 V Sewer Minor Adjustments 5% $ 12,957 V Landscaping(Basic) Sodding and Erosion Control 2% $ 5,183 V Illumination Standard Ilumination System 6% $ 15,549 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 168,443 Paving and Allowance Subtotal: $ 427,586 Construction Contingency: 20% $ 85,517 Construction Cost TOTAL: $ 514,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 514,000 Bonds: 5% $ 25,700 Engineering/Survey/Testing: 15% $ 77,100 Mobilization 10% $ 51,400 ROW/Easement Acquisition: IFALSE 1 15% $ 77,100 Project Cost TOTAL: $ 745,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-W Project Number: 7-W This project consists of the construction of a completely new Limits: Martin Rd Extension to Crosstown Expy roadway. Costing Class: Collector(Cl) Length(If): 1,478 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,614 cy $ 16.91 $ 61,110 B6 1"Type'D'HMAC 6,735 sy $ 13.78 $ 92,807 B8 IUnderseal I 6,735 I sy I $ 6.46 I $ 43,508 B1212"Compacted Subgrade 7,063 sy $ 5.65 $ 39,909 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,928 sy $ 50.00 $ 246,400 Paving Construction Cost Subtotal: $ 483,734 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 19,349 V Prep ROW 4% $ 19,349 V Traffic Control Construction Phase Traffic Control 3% $ 14,512 V Pavement Markings/Markers 5% $ 24,187 V Roadway Drainage Standard Internal System 35% $ 169,307 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 24,187 V Sewer Minor Adjustments 5% $ 24,187 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,675 V Illumination Standard Ilumination System 6% $ 29,024 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 314,427 Paving and Allowance Subtotal: $ 798,161 Construction Contingency: 20% $ 159,632 Construction Cost TOTAL: $ 958,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 958,000 Bonds: 5% $ 47,900 Engineering/Survey/Testing: 15% $ 143,700 Mobilization 10% $ 95,800 ROW/Easement Acquisition: IFALSE 1 15% $ 143,700 Project Cost TOTAL: $ 1,389,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-X Project Number: 7-X This project consists of the construction of a completely new Limits: Martin Rd Extension to Crosstown Expy roadway. Costing Class: Collector(Cl) Length(If): 1,478 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,614 cy $ 16.91 $ 61,110 B6 1"Type'D'HMAC 6,735 sy $ 13.78 $ 92,807 B8 IUnderseal I 6,735 I sy I $ 6.46 I $ 43,508 B1212"Compacted Subgrade 7,063 sy $ 5.65 $ 39,909 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,928 sy $ 50.00 $ 246,400 Paving Construction Cost Subtotal: $ 483,734 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 19,349 V Prep ROW 4% $ 19,349 V Traffic Control Construction Phase Traffic Control 3% $ 14,512 V Pavement Markings/Markers 5% $ 24,187 V Roadway Drainage Standard Internal System 35% $ 169,307 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 24,187 V Sewer Minor Adjustments 5% $ 24,187 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,675 V Illumination Standard Ilumination System 6% $ 29,024 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 314,427 Paving and Allowance Subtotal: $ 798,161 Construction Contingency: 20% $ 159,632 Construction Cost TOTAL: $ 958,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 958,000 Bonds: 5% $ 47,900 Engineering/Survey/Testing: 15% $ 143,700 Mobilization 10% $ 95,800 ROW/Easement Acquisition: IFALSE 1 15% $ 143,700 Project Cost TOTAL: $ 1,389,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-Y Project Number: 7-Y This project consists of the construction of a completely new Limits: Lands Rd Extension to New Road EW 3 roadway. Costing Class: Collector(Cl) Length(If): 2,587 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,324 cy $ 16.91 $ 106,943 B6 1"Type'D'HMAC 11,786 sy $ 13.78 $ 162,413 B8 IUnderseal I 11,786 I sy I $ 6.46 I $ 76,138 B1212"Compacted Subgrade 12,361 sy $ 5.65 $ 69,840 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,624 sy $ 50.00 $ 431,200 Paving Construction Cost Subtotal: $ 846,535 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 33,861 V Prep ROW 4% $ 33,861 V Traffic Control Construction Phase Traffic Control 3% $ 25,396 V Pavement Markings/Markers 5% $ 42,327 V Roadway Drainage Standard Internal System 35% $ 296,287 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 42,327 V Sewer Minor Adjustments 5% $ 42,327 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,931 V Illumination Standard Ilumination System 6% $ 50,792 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 550,248 Paving and Allowance Subtotal: $ 1,396,782 Construction Contingency: 20% $ 279,356 Construction Cost TOTAL: $ 1,677,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,677,000 Bonds: 5% $ 83,850 Engineering/Survey/Testing: 15% $ 251,550 Mobilization 10% $ 167,700 ROW/Easement Acquisition: IFALSE 1 15% $ 251,550 Project Cost TOTAL: $ 2,432,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-Z Project Number: 7-Z This project consists of the construction of a completely new Limits: Lands Rd Extension to Saratoga Blvd roadway. Costing Class: Collector(Cl) Length(If): 1,320 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,227 cy $ 16.91 $ 54,563 B6 1"Type'D'HMAC 6,013 sy $ 13.78 $ 82,864 B8 IUnderseal I 6,013 I sy I $ 6.46 I $ 38,846 B1212"Compacted Subgrade 6,307 sy $ 5.65 $ 35,633 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,400 sy $ 50.00 $ 220,000 Paving Construction Cost Subtotal: $ 431,905 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 17,276 V Prep ROW 4% $ 17,276 V Traffic Control Construction Phase Traffic Control 3% $ 12,957 V Pavement Markings/Markers 5% $ 21,595 V Roadway Drainage Standard Internal System 35% $ 151,167 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 21,595 V Sewer Minor Adjustments 5% $ 21,595 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,638 V Illumination Standard Ilumination System 6% $ 25,914 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 280,739 Paving and Allowance Subtotal: $ 712,644 Construction Contingency: 20% $ 142,529 Construction Cost TOTAL: $ 856,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 856,000 Bonds: 5% $ 42,800 Engineering/Survey/Testing: 15% $ 128,400 Mobilization 10% $ 85,600 ROW/Easement Acquisition: IFALSE 1 15% $ 128,400 Project Cost TOTAL: $ 1,241,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-AA Project Number: 7-AA This project consists of the construction of a completely new Limits: Saratoga Blvd to Greenwood Dr roadway. Costing Class: Collector(Cl) Length(If): 4,382 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 10,713 cy $ 16.91 $ 181,149 B6 1"Type'D'HMAC 19,964 sy $ 13.78 $ 275,108 B8 IUnderseal I 19,964 I sy I $ 6.46 I $ 128,969 B1212"Compacted Subgrade 20,938 sy $ 5.65 $ 118,300 B13.X No Median 0 sf $ $ D4 (Sidewalk I 14,608 sy $ 50.00 $ 730,400 Paving Construction Cost Subtotal: $ 1,433,926 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 57,357 V Prep ROW 4% $ 57,357 V Traffic Control Construction Phase Traffic Control 3% $ 43,018 V Pavement Markings/Markers 5% $ 71,696 V Roadway Drainage Standard Internal System 35% $ 501,874 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 71,696 V Sewer Minor Adjustments 5% $ 71,696 V Landscaping(Basic) Sodding and Erosion Control 2% $ 28,679 V Illumination Standard Ilumination System 6% $ 86,036 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,332,052 Paving and Allowance Subtotal: $ 2,765,978 Construction Contingency: 20% $ 553,196 Construction Cost TOTAL: $ 3,320,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,320,000 Bonds: 5% $ 166,000 Engineering/Survey/Testing: 15% $ 498,000 Mobilization 10% $ 332,000 ROW/Easement Acquisition: IFALSE 1 15% $ 498,000 Project Cost TOTAL: $ 4,814,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- C Project Number: 7-AB This project consists of the construction of a completely new Limits: Greenw000d Dr to TX 286 roadway. Costing Class: Parkway Collector(P1) Length(If): 2,587 Service Area(s): Westside 2 Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,324 cy $ 16.91 $ 106,943 B7 1"Type'B'HMAC 11,786 sy $ 11.70 $ 137,898 B8 IUnderseal I 11,786 I sy I $ 6.46 I $ 76,138 B118"Lime stabilized(8%),12"Compacted Subgrade 11,786 sy $ 18.99 $ 223,819 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,624 sy $ 50.00 $ 431,200 Paving Construction Cost Subtotal: $ 975,998 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 39,040 V Prep ROW 4% $ 39,040 V Traffic Control Construction Phase Traffic Control 3% $ 29,280 V Pavement Markings/Markers 5% $ 48,800 V Roadway Drainage Standard Internal System 35% $ 341,599 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 48,800 V Sewer Minor Adjustments 5% $ 48,800 V Landscaping(Basic) Sodding and Erosion Control 2% $ 19,520 V Illumination Standard Ilumination System 6% $ 58,560 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 634,399 Paving and Allowance Subtotal: $ 1,610,397 Construction Contingency: 20% $ 322,079 Construction Cost TOTAL: $ 1,933,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,933,000 Bonds: 5% $ 96,650 Engineering/Survey/Testing: 15% $ 289,950 Mobilization 10% $ 193,300 ROW/Easement Acquisition: IFALSE 1 15% $ 289,950 Project Cost TOTAL: $ 2,803,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 i11 Description: Project Number: 7-AC This project consists of the construction of a completely new Limits: Old Brownsville Rd to W Point NS 1 roadway. Costing Class: Secondary Arterial(A2) Length(If): 422 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,361 cy $ 16.91 $ 23,016 B7 1"Type'B'HMAC 2,581 sy $ 11.70 $ 30,202 B8 IUnderseal I 2,581 I sy I $ 6.46 I $ 16,675 B11 8"Lime stabilized(8%),12"Compacted Subgrade 2,581 sy $ 18.99 $ 49,020 B13 lConcrete Median 1,690 sf $ 53.96 $ 91,171 D4 ISidewalk I 1,408 sy $ 50.00 $ 70,400 I I I I Paving Construction Cost Subtotal: $ 280,483 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 11,219 V Prep ROW 4% $ 11,219 V Traffic Control Construction Phase Traffic Control 3% $ 8,414 V Pavement Markings/Markers 5% $ 14,024 V Roadway Drainage Standard Internal System 35% $ 98,169 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 14,024 V Sewer Minor Adjustments 5% $ 14,024 V Landscaping(Basic) Sodding and Erosion Control 2% $ 5,610 V Illumination Standard Ilumination System 6% $ 16,829 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 182,314 Paving and Allowance Subtotal: $ 462,797 Construction Contingency: 20% $ 92,559 Construction Cost TOTAL: $ 556,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 556,000 Bonds: 5% $ 27,800 Engineering/Survey/Testing: 15% $ 83,400 Mobilization 10% $ 55,600 ROW/Easement Acquisition: IFALSE 1 15% $ 83,400 Project Cost TOTAL: $ 806,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-AD This project consists of the construction of a completely new Limits: W Point Rd NS 1 to Extension CR 37 roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,637 Service Area(s): Westside 2 Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,274 cy $ 16.91 $ 89,186 B7 1"Type'B'HMAC 10,003 sy $ 11.70 $ 117,031 B8 IUnderseal I 10,003 I sy I $ 6.46 I $ 64,617 B11 8"Lime stabilized(8%),12"Compacted Subgrade 10,003 sy $ 18.99 $ 189,951 B13 lConcrete Median 6,547 sf $ 53.96 $ 353,287 D4 ISidewalk I 5,456 sy $ 50.00 $ 272,800 I I I I Paving Construction Cost Subtotal: $ 1,086,872 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 43,475 V Prep ROW 4% $ 43,475 V Traffic Control Construction Phase Traffic Control 3% $ 32,606 V Pavement Markings/Markers 5% $ 54,344 V Roadway Drainage Standard Internal System 35% $ 380,405 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 54,344 V Sewer Minor Adjustments 5% $ 54,344 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,737 V Illumination Standard Ilumination System 6% $ 65,212 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 706,467 Paving and Allowance Subtotal: $ 1,793,338 Construction Contingency: 20% $ 358,668 Construction Cost TOTAL: $ 2,153,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,153,000 Bonds: 5% $ 107,650 Engineering/Survey/Testing: 15% $ 322,950 Mobilization 10% $ 215,300 ROW/Easement Acquisition: IFALSE 1 15% $ 322,950 Project Cost TOTAL: $ 3,122,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 7-AE This project consists of the construction of a completely new Limits: Extension CR 37 to Extension CR 35 roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,904 Service Area(s): Westside 2 Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 9,357 cy $ 16.91 $ 158,233 B7 1"Type'B'HMAC 17,747 sy $ 11.70 $ 207,636 B8 IUnderseal I 17,747 I sy I $ 6.46 I $ 114,643 B11 8"Lime stabilized(8%),12"Compacted Subgrade 17,747 sy $ 18.99 $ 337,009 B13 lConcrete Median 11,616 sf $ 53.96 $ 626,799 D4 ISidewalk I 9,680 sy $ 50.00 $ 484,000 I I I I Paving Construction Cost Subtotal: $ 1,928,321 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 77,133 V Prep ROW 4% $ 77,133 V Traffic Control Construction Phase Traffic Control 3% $ 57,850 V Pavement Markings/Markers 5% $ 96,416 V Roadway Drainage Standard Internal System 35% $ 674,912 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 96,416 V Sewer Minor Adjustments 5% $ 96,416 V Landscaping(Basic) Sodding and Erosion Control 2% $ 38,566 V Illumination Standard Ilumination System 6% $ 115,699 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,653,408 Paving and Allowance Subtotal: $ 3,581,729 Construction Contingency: 20% $ 716,346 Construction Cost TOTAL: $ 4,299,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,299,000 Bonds: 5% $ 214,950 Engineering/Survey/Testing: 15% $ 644,850 Mobilization 10% $ 429,900 ROW/Easement Acquisition: IFALSE 1 15% $ 644,850 Project Cost TOTAL: $ 6,234,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Information: Description: Project No. 7-AF Project Number: 7-AF This project consists of the construction of a completely new Limits: Extension CR 35 to Bush St roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,168 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 10,208 cy $ 16.91 $ 172,617 B7 1"Type'B'HMAC 19,360 sy $ 11.70 $ 226,512 B8 IUnderseal I 19,360 I sy I $ 6.46 I $ 125,066 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,360 sy $ 18.99 $ 367,646 B13 lConcrete Median 12,672 sf $ 53.96 $ 683,781 D4 ISidewalk I 10,560 sy $ 50.00 $ 528,000 I I I I Paving Construction Cost Subtotal: $ 2,103,622 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 84,145 V Prep ROW 4% $ 84,145 V Traffic Control Construction Phase Traffic Control 3% $ 63,109 V Pavement Markings/Markers 5% $ 105,181 V Roadway Drainage Standard Internal System 35% $ 736,268 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 105,181 V Sewer Minor Adjustments 5% $ 105,181 V Landscaping(Basic) Sodding and Erosion Control 2% $ 42,072 V Illumination Standard Ilumination System 6% $ 126,217 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,767,355 Paving and Allowance Subtotal: $ 3,870,977 Construction Contingency: 20% $ 774,195 Construction Cost TOTAL: $ 4,646,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,646,000 Bonds: 5% $ 232,300 Engineering/Survey/Testing: 15% $ 696,900 Mobilization 10% $ 464,600 ROW/Easement Acquisition: IFALSE 1 15% $ 696,900 Project Cost TOTAL: $ 6,737,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-AG Project Number: 7-AG This project consists of the construction of a completely new Limits: W Point Rd to Holly Rd Extension roadway. Costing Class: Collector(Cl) Length(If): 528 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,291 cy $ 16.91 $ 21,825 B6 1"Type'D'HMAC 2,405 sy $ 13.78 $ 33,145 B8 IUnderseal I 2,405 I sy I $ 6.46 I $ 15,538 B1212"Compacted Subgrade 2,523 sy $ 5.65 $ 14,253 B13.X No Median 0 sf $ $ D4 (Sidewalk I 1,760 sy $ 50.00 $ 88,000 Paving Construction Cost Subtotal: $ 172,762 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 6,910 V Prep ROW 4% $ 6,910 V Traffic Control Construction Phase Traffic Control 3% $ 5,183 V Pavement Markings/Markers 5% $ 8,638 V Roadway Drainage Standard Internal System 35% $ 60,467 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 8,638 V Sewer Minor Adjustments 5% $ 8,638 V Landscaping(Basic) Sodding and Erosion Control 2% $ 3,455 V Illumination Standard Ilumination System 6% $ 10,366 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 112,295 Paving and Allowance Subtotal: $ 285,058 Construction Contingency: 20% $ 57,012 Construction Cost TOTAL: $ 343,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 343,000 Bonds: 5% $ 17,150 Engineering/Survey/Testing: 15% $ 51,450 Mobilization 10% $ 34,300 ROW/Easement Acquisition: IFALSE 1 15% $ 51,450 Project Cost TOTAL: $ 497,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-AH Project Number: 7-AH This project consists of the construction of a completely new Limits: Saratoga Blvd to New Road EW 1 roadway. Costing Class: Collector(Cl) Length(If): 2,270 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,550 cy $ 16.91 $ 93,848 B6 1"Type'D'HMAC 10,343 sy $ 13.78 $ 142,526 B8 IUnderseal I 10,343 I sy I $ 6.46 I $ 66,815 B1212"Compacted Subgrade 10,847 sy $ 5.65 $ 61,288 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,568 sy $ 50.00 $ 378,400 Paving Construction Cost Subtotal: $ 742,877 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 29,715 V Prep ROW 4% $ 29,715 V Traffic Control Construction Phase Traffic Control 3% $ 22,286 V Pavement Markings/Markers 5% $ 37,144 V Roadway Drainage Standard Internal System 35% $ 260,007 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 37,144 V Sewer Minor Adjustments 5% $ 37,144 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,858 V Illumination Standard Ilumination System 6% $ 44,573 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 482,870 Paving and Allowance Subtotal: $ 1,225,748 Construction Contingency: 20% $ 245,150 Construction Cost TOTAL: $ 1,471,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,471,000 Bonds: 5% $ 73,550 Engineering/Survey/Testing: 15% $ 220,650 Mobilization 10% $ 147,100 ROW/Easement Acquisition: IFALSE 1 15% $ 220,650 Project Cost TOTAL: $ 2,133,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-Al Project Number: 7-AI This project consists of the construction of a completely new Limits: New Road EW 1 to New Road EW 2 roadway. Costing Class: Collector(Cl) Length(If): 2,851 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,970 cy $ 16.91 $ 117,856 B6 1"Type'D'HMAC 12,989 sy $ 13.78 $ 178,986 B8 IUnderseal I 12,989 I sy I $ 6.46 I $ 83,908 B1212"Compacted Subgrade 13,622 sy $ 5.65 $ 76,967 B13.X No Median 0 sf $ $ D4 (Sidewalk I 9,504 sy $ 50.00 $ 475,200 Paving Construction Cost Subtotal: $ 932,916 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 37,317 V Prep ROW 4% $ 37,317 V Traffic Control Construction Phase Traffic Control 3% $ 27,987 V Pavement Markings/Markers 5% $ 46,646 V Roadway Drainage Standard Internal System 35% $ 326,521 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 46,646 V Sewer Minor Adjustments 5% $ 46,646 V Landscaping(Basic) Sodding and Erosion Control 2% $ 18,658 V Illumination Standard Ilumination System 6% $ 55,975 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,006,395 Paving and Allowance Subtotal: $ 1,939,311 Construction Contingency: 20% $ 387,862 Construction Cost TOTAL: $ 2,328,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,328,000 Bonds: 5% $ 116,400 Engineering/Survey/Testing: 15% $ 349,200 Mobilization 10% $ 232,800 ROW/Easement Acquisition: IFALSE 1 15% $ 349,200 Project Cost TOTAL: $ 3,376,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-AJ Project Number: 7-AJ This project consists of the construction of a completely new Limits: New Road EW 2 to Holly Rd Extension roadway. Costing Class: Collector(Cl) Length(If): 2,006 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,905 cy $ 16.91 $ 82,936 B6 1"Type'D'HMAC 9,140 sy $ 13.78 $ 125,953 B8 IUnderseal I 9,140 I sy I $ 6.46 I $ 59,046 B1212"Compacted Subgrade 9,586 sy $ 5.65 $ 54,162 B13.X No Median 0 sf $ $ D4 (Sidewalk I 6,688 sy $ 50.00 $ 334,400 Paving Construction Cost Subtotal: $ 656,496 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 26,260 V Prep ROW 4% $ 26,260 V Traffic Control Construction Phase Traffic Control 3% $ 19,695 V Pavement Markings/Markers 5% $ 32,825 V Roadway Drainage Standard Internal System 35% $ 229,774 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 32,825 V Sewer Minor Adjustments 5% $ 32,825 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,130 V Illumination Standard Ilumination System 6% $ 39,390 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 426,723 Paving and Allowance Subtotal: $ 1,083,219 Construction Contingency: 20% $ 216,644 Construction Cost TOTAL: $ 1,300,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,300,000 Bonds: 5% $ 65,000 Engineering/Survey/Testing: 15% $ 195,000 Mobilization 10% $ 130,000 ROW/Easement Acquisition: IFALSE 1 15% $ 195,000 Project Cost TOTAL: $ 1,885,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-AK Project Number: 7-AK This project consists of the construction of a completely new Limits: Holly Rd Extension to W Point Rd roadway. Costing Class: Collector(Cl) Length(If): 1,426 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,485 cy $ 16.91 $ 58,928 B6 1"Type'D'HMAC 6,494 sy $ 13.78 $ 89,493 B8 IUnderseal I 6,494 I sy I $ 6.46 I $ 41,954 B1212"Compacted Subgrade 6,811 sy $ 5.65 $ 38,483 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,752 sy $ 50.00 $ 237,600 Paving Construction Cost Subtotal: $ 466,458 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 18,658 V Prep ROW 4% $ 18,658 V Traffic Control Construction Phase Traffic Control 3% $ 13,994 V Pavement Markings/Markers 5% $ 23,323 V Roadway Drainage Standard Internal System 35% $ 163,260 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 23,323 V Sewer Minor Adjustments 5% $ 23,323 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,329 V Illumination Standard Ilumination System 6% $ 27,987 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 303,198 Paving and Allowance Subtotal: $ 769,656 Construction Contingency: 20% $ 153,931 Construction Cost TOTAL: $ 924,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 924,000 Bonds: 5% $ 46,200 Engineering/Survey/Testing: 15% $ 138,600 Mobilization 10% $ 92,400 ROW/Easement Acquisition: IFALSE 1 15% $ 138,600 Project Cost TOTAL: $ 1,340,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 7-AL Project Number: 7-AL This project consists of the construction of a completely new Limits: Old Brownsville Rd to Extension CR 37 roadway. Costing Class: Collector(Cl) Length(If): 2,006 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,905 cy $ 16.91 $ 82,936 B6 1"Type'D'HMAC 9,140 sy $ 13.78 $ 125,953 B8 IUnderseal I 9,140 I sy I $ 6.46 I $ 59,046 B1212"Compacted Subgrade 9,586 sy $ 5.65 $ 54,162 B13.X No Median 0 sf $ $ D4 (Sidewalk I 6,688 sy $ 50.00 $ 334,400 Paving Construction Cost Subtotal: $ 656,496 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 26,260 V Prep ROW 4% $ 26,260 V Traffic Control Construction Phase Traffic Control 3% $ 19,695 V Pavement Markings/Markers 5% $ 32,825 V Roadway Drainage Standard Internal System 35% $ 229,774 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 32,825 V Sewer Minor Adjustments 5% $ 32,825 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,130 V Illumination Standard Ilumination System 6% $ 39,390 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 426,723 Paving and Allowance Subtotal: $ 1,083,219 Construction Contingency: 20% $ 216,644 Construction Cost TOTAL: $ 1,300,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,300,000 Bonds: 5% $ 65,000 Engineering/Survey/Testing: 15% $ 195,000 Mobilization 10% $ 130,000 ROW/Easement Acquisition: IFALSE 1 15% $ 195,000 Project Cost TOTAL: $ 1,885,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 7-AM Project Number: 7-AM This project consists of the construction of a completely new Limits: Old Brownsville Rd to Extension CR 37 roadway. Costing Class: Collector(Cl) Length(If): 1,795 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,388 cy $ 16.91 $ 74,206 B6 1"Type'D'HMAC 8,178 sy $ 13.78 $ 112,695 B8 IUnderseal I 8,178 I sy I $ 6.46 I $ 52,831 B1212"Compacted Subgrade 8,577 sy $ 5.65 $ 48,460 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,984 sy $ 50.00 $ 299,200 Paving Construction Cost Subtotal: $ 587,391 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 23,496 V Prep ROW 4% $ 23,496 V Traffic Control Construction Phase Traffic Control 3% $ 17,622 V Pavement Markings/Markers 5% $ 29,370 V Roadway Drainage Standard Internal System 35% $ 205,587 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 29,370 V Sewer Minor Adjustments 5% $ 29,370 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,748 V Illumination Standard Ilumination System 6% $ 35,243 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 381,804 Paving and Allowance Subtotal: $ 969,196 Construction Contingency: 20% $ 193,839 Construction Cost TOTAL: $ 1,164,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,164,000 Bonds: 5% $ 58,200 Engineering/Survey/Testing: 15% $ 174,600 Mobilization 10% $ 116,400 ROW/Easement Acquisition: IFALSE 1 15% $ 174,600 Project Cost TOTAL: $ 1,688,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-AN Project Number: 7-AN This project consists of the construction of a completely new Limits: Extension CR 37 to Extension CR 35 roadway. Costing Class: Collector(Cl) Length(If): 3,590 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 8,777 cy $ 16.91 $ 148,411 B6 1"Type'D'HMAC 16,356 sy $ 13.78 $ 225,389 B8 IUnderseal I 16,356 I sy I $ 6.46 I $ 105,661 B1212"Compacted Subgrade 17,154 sy $ 5.65 $ 96,921 B13.X No Median 0 sf $ $ D4 (Sidewalk I 11,968 sy $ 50.00 $ 598,400 Paving Construction Cost Subtotal: $ 1,174,783 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 46,991 V Prep ROW 4% $ 46,991 V Traffic Control Construction Phase Traffic Control 3% $ 35,243 V Pavement Markings/Markers 5% $ 58,739 V Roadway Drainage Standard Internal System 35% $ 411,174 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 58,739 V Sewer Minor Adjustments 5% $ 58,739 V Landscaping(Basic) Sodding and Erosion Control 2% $ 23,496 V Illumination Standard Ilumination System 6% $ 70,487 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,163,609 Paving and Allowance Subtotal: $ 2,338,392 Construction Contingency: 20% $ 467,678 Construction Cost TOTAL: $ 2,807,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,807,000 Bonds: 5% $ 140,350 Engineering/Survey/Testing: 15% $ 421,050 Mobilization 10% $ 280,700 ROW/Easement Acquisition: IFALSE 1 15% $ 421,050 Project Cost TOTAL: $ 4,070,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Information: Description: Project No. 7-AO Project Number: 7-AO This project consists of the construction of a completely new Limits: Saratoga Blvd to New Road EW 1 roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,323 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,486 cy $ 16.91 $ 126,586 B7 1"Type'B'HMAC 14,197 sy $ 11.70 $ 166,109 B8 IUnderseal I 14,197 I sy I $ 6.46 I $ 91,715 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,197 sy $ 18.99 $ 269,607 B13 lConcrete Median 9,293 sf $ 53.96 $ 501,439 D4 ISidewalk I 7,744 sy $ 50.00 $ 387,200 I I I I Paving Construction Cost Subtotal: $ 1,542,656 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 61,706 V Prep ROW 4% $ 61,706 V Traffic Control Construction Phase Traffic Control 3% $ 46,280 V Pavement Markings/Markers 5% $ 77,133 V Roadway Drainage Standard Internal System 35% $ 539,930 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 77,133 V Sewer Minor Adjustments 5% $ 77,133 V Landscaping(Basic) Sodding and Erosion Control 2% $ 30,853 V Illumination Standard Ilumination System 6% $ 92,559 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,002,727 Paving and Allowance Subtotal: $ 2,545,383 Construction Contingency: 20% $ 509,077 Construction Cost TOTAL: $ 3,055,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,055,000 Bonds: 5% $ 152,750 Engineering/Survey/Testing: 15% $ 458,250 Mobilization 10% $ 305,500 ROW/Easement Acquisition: IFALSE 1 15% $ 458,250 Project Cost TOTAL: $ 4,430,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " ENGINEERS Rough Proportionality Study �n `= = / Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Information. Description: Project No. 7-AP Project Number: 7-AP This project consists of the construction of a completely new Limits: New Road EW 1 to Holly Rd Extension roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,749 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 12,079 cy $ 16.91 $ 204,264 B7 1"Type'B'HMAC 22,909 sy $ 11.70 $ 268,039 B8 IUnderseal I 22,909 I sy I $ 6.46 I $ 147,994 B11 8"Lime stabilized(8%),12"Compacted Subgrade 22,909 sy $ 18.99 $ 435,048 B13 lConcrete Median 14,995 sf $ 53.96 $ 809,141 D4 ISidewalk I 12,496 sy $ 50.00 $ 624,800 I I I I Paving Construction Cost Subtotal: $ 2,489,287 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 99,571 V Prep ROW 4% $ 99,571 V Traffic Control Construction Phase Traffic Control 3% $ 74,679 V Pavement Markings/Markers 5% $ 124,464 V Roadway Drainage Standard Internal System 35% $ 871,250 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 124,464 V Sewer Minor Adjustments 5% $ 124,464 V Landscaping(Basic) Sodding and Erosion Control 2% $ 49,786 V Illumination Standard Ilumination System 6% $ 149,357 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,018,036 Paving and Allowance Subtotal: $ 4,507,323 Construction Contingency: 20% $ 901,465 Construction Cost TOTAL: $ 5,409,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,409,000 Bonds: 5% $ 270,450 Engineering/Survey/Testing: 15% $ 811,350 Mobilization 10% $ 540,900 ROW/Easement Acquisition: IFALSE 1 15% $ 811,350 Project Cost TOTAL: $ 7,843,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-n- Description: Project No. 7-AQ Project Number: 7-AQ This project consists of the construction of a completely new Limits: Holly Rd Extension to W Point Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,379 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 10,889 cy $ 16.91 $ 184,125 B7 1"Type'B'HMAC 20,651 sy $ 11.70 $ 241,613 B8 IUnderseal I 20,651 I sy I $ 6.46 I $ 133,403 B11 8"Lime stabilized(8%),12"Compacted Subgrade 20,651 sy $ 18.99 $ 392,156 B13 lConcrete Median 13,517 sf $ 53.96 $ 729,367 D4 ISidewalk I 11,264 sy $ 50.00 $ 563,200 I I I I Paving Construction Cost Subtotal: $ 2,243,864 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 89,755 V Prep ROW 4% $ 89,755 V Traffic Control Construction Phase Traffic Control 3% $ 67,316 V Pavement Markings/Markers 5% $ 112,193 V Roadway Drainage Standard Internal System 35% $ 785,352 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 112,193 V Sewer Minor Adjustments 5% $ 112,193 V Landscaping(Basic) Sodding and Erosion Control 2% $ 44,877 V Illumination Standard Ilumination System 6% $ 134,632 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,858,512 Paving and Allowance Subtotal: $ 4,102,375 Construction Contingency: 20% $ 820,475 Construction Cost TOTAL: $ 4,923,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,923,000 Bonds: 5% $ 246,150 Engineering/Survey/Testing: 15% $ 738,450 Mobilization 10% $ 492,300 ROW/Easement Acquisition: IFALSE 1 15% $ 738,450 Project Cost TOTAL: $ 7,138,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 7-AR Project Number: 7-AR This project consists of the construction of a completely new Limits: Calle las Colonias to Extension CR 37 roadway. Costing Class: Collector(Cl) Length(If): 3,168 Service Area(s): Westside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,744 cy $ 16.91 $ 130,951 B6 1"Type'D'HMAC 14,432 sy $ 13.78 $ 198,873 B8 IUnderseal I 14,432 I sy I $ 6.46 I $ 93,231 B1212"Compacted Subgrade 15,136 sy $ 5.65 $ 85,518 B13.X No Median 0 sf $ $ D4 (Sidewalk I 10,560 sy $ 50.00 $ 528,000 Paving Construction Cost Subtotal: $ 1,036,573 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 41,463 V Prep ROW 4% $ 41,463 V Traffic Control Construction Phase Traffic Control 3% $ 31,097 V Pavement Markings/Markers 5% $ 51,829 V Roadway Drainage Standard Internal System 35% $ 362,801 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 51,829 V Sewer Minor Adjustments 5% $ 51,829 V Landscaping(Basic) Sodding and Erosion Control 2% $ 20,731 V Illumination Standard Ilumination System 6% $ 62,194 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,073,773 Paving and Allowance Subtotal: $ 2,110,346 Construction Contingency: 20% $ 422,069 Construction Cost TOTAL: $ 2,533,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,533,000 Bonds: 5% $ 126,650 Engineering/Survey/Testing: 15% $ 379,950 Mobilization 10% $ 253,300 ROW/Easement Acquisition: IFALSE 1 15% $ 379,950 Project Cost TOTAL: $ 3,673,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 8-A This project consists of the reconstruction of an existing Limits: Antelope St to IH 37 roadway. Costing Class: Minor Arterial(Al) Length(If): 211 Service Area(s): Downtown Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 798 cy $ 16.91 $ 13,492 B7 1"Type'B'HMAC 1,525 sy $ 11.70 $ 17,846 B8 Underseal 1,525 sy $ 6.46 $ 9,854 B11 8"Lime stabilized(8%),12"Compacted Subgrade 1,525 sy $ 18.99 $ 28,966 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 704 sy $ 50.00 $ 35,200 Paving Construction Cost Subtotal: $ 105,358 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 4,214 V Prep ROW 4% $ 4,214 V Traffic Control Construction Phase Traffic Control 3% $ 3,161 V Pavement Markings/Markers 5% $ 5,268 V Roadway Drainage Standard Internal System 35% $ 36,875 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 5,268 V Sewer Minor Adjustments 5% $ 5,268 V Landscaping(Basic) Sodding and Erosion Control 2% $ 2,107 V Illumination Standard Ilumination System 6% $ 6,321 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 68,483 Paving and Allowance Subtotal: $ 173,841 Construction Contingency: 20% $ 34,768 Construction Cost TOTAL: $ 209,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 209,000 Bonds: 5% $ 10,450 Engineering/Survey/Testing: 15% $ 31,350 Mobilization 10% $ 20,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 31,350 Project Cost TOTAL:1 $ 303,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 8-13 This project consists of the reconstruction of an existing Limits: I H 37 to W Broadway St roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,168 Service Area(s): Downtown Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,208 cy $ 16.91 $ 172,617 B7 1"Type'B'HMAC 19,360 sy $ 11.70 $ 226,512 B8 JUnderseal 19,360 1 sy 1 $ 6.46 $ 125,066 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,360 sy $ 18.99 $ 367,646 B13 lConcrete Median 12,672 sf $ 53.96 $ 683,781 D4 ISidewalk 10,560 sy $ 50.00 $ 528,000 Paving Construction Cost Subtotal: $ 2,103,622 Major Construction Component Allowances: III% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 84,145 V Prep ROW 4% $ 84,145 V Traffic Control Construction Phase Traffic Control 3% $ 63,109 V Pavement Markings/Markers 5% $ 105,181 V Roadway Drainage Standard Internal System 35% $ 736,268 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 105,181 V Sewer Minor Adjustments 5% $ 105,181 V Landscaping(Basic) Sodding and Erosion Control 2% $ 42,072 V Illumination Standard Ilumination System 6% $ 126,217 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,767,355 Paving and Allowance Subtotal: $ 3,870,977 Construction Contingency: 20% $ 774,195 Construction Cost TOTAL: $ 4,646,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,646,000 Bonds: 5% $ 232,300 Engineering/Survey/Testing: 15% $ 696,900 Mobilization 10% $ 464,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 696,900 Project Cost TOTAL:1 $ 6,737,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 8-C This project consists of the reconstruction of an existing Limits: W Broadway St to Union Pacific/W Broadway St roadway. Costing Class: Secondary Arterial(A2) Length(If): 710 Service Area(s): Downtown Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,288 cy $ 16.91 $ 38,686 B7 1"Type'B'HMAC 4,339 sy $ 11.70 $ 50,765 B8 Underseal 4,339 sy $ 6.46 $ 28,029 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,339 sy $ 18.99 $ 82,396 B13 lConcrete Median 2,840 sf $ 53.96 $ 153,246 D4 ISidewalk 2,367 sy $ 50.00 $ 118,333 Paving Construction Cost Subtotal: $ 471,456 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 18,858 V Prep ROW 4% $ 18,858 V Traffic Control Construction Phase Traffic Control 3% $ 14,144 V Pavement Markings/Markers 5% $ 23,573 V Roadway Drainage Standard Internal System 35% $ 165,010 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 23,573 V Sewer Minor Adjustments 5% $ 23,573 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,429 V Illumination Standard Ilumination System 6% $ 28,287 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 306,446 Paving and Allowance Subtotal: $ 777,902 Construction Contingency: 20% $ 155,580 Construction Cost TOTAL: $ 934,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 934,000 Bonds: 5% $ 46,700 Engineering/Survey/Testing: 15% $ 140,100 Mobilization 10% $ 93,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 140,100 Project Cost TOTAL:1 $ 1,354,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 8-D This project consists of the reconstruction of an existing Limits: Union Pacific/W Broadway St to N Tancahua St roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,069 Service Area(s): Downtown Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,889 cy $ 16.91 $ 167,223 B7 1"Type'B'HMAC 18,755 sy $ 11.70 $ 219,434 B8 JUnderseal 18,755 1 sy 1 $ 6.46 $ 121,157 B11 8"Lime stabilized(8%),12"Compacted Subgrade 18,755 sy $ 18.99 $ 356,157 B13 lConcrete Median 12,276 sf $ 53.96 $ 662,413 D4 ISidewalk 10,230 sy $ 50.00 $ 511,500 Paving Construction Cost Subtotal: $ 2,037,884 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 81,575- V Prep ROW 4% $ 81,515 V Traffic Control Construction Phase Traffic Control 3% $ 61,137 V Pavement Markings/Markers 5% $ 101,894 V Roadway Drainage Standard Internal System 35% $ 713,259 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 101,894 V Sewer Minor Adjustments 5% $ 101,894 V Landscaping(Basic) Sodding and Erosion Control 2% $ 40,758 V Illumination Standard Ilumination System 6% $ 122,273 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,724,625 Paving and Allowance Subtotal: $ 3,762,509 Construction Contingency: 20% $ 752,502 Construction Cost TOTAL: $ 4,516,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,516,000 Bonds: 5% $ 225,800 Engineering/Survey/Testing: 15% $ 677,400 Mobilization 10% $ 451,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 677,400 Project Cost TOTAL:1 $ 6,548,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 8-E This project consists of the reconstruction of an existing Limits: N Tancahua St to US 181 roadway. Costing Class: Secondary Arterial(A2) Length(If): 615 Service Area(s): Downtown Description Expansion Project No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 1,982 cy $ 16.91 $ 33,510 B7 1"Type'B'HMAC 3,758 sy $ 11.70 $ 43,973 B8 JUnderseal 3,758 1 sy 1 $ 6.46 $ 24,279 B11 8"Lime stabilized(8%),12"Compacted Subgrade 3,758 sy $ 18.99 $ 71,371 B13 lConcrete Median 2,460 sf $ 53.96 $ 132,742 D4 ISidewalk 2,050 sy $ 50.00 $ 102,500 Paving Construction Cost Subtotal: $ 408,374 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 16,335 V Prep ROW 4% $ 16,335 V Traffic Control Construction Phase Traffic Control 3% $ 12,251 V Pavement Markings/Markers 5% $ 20,419 V Roadway Drainage Standard Internal System 35% $ 142,931 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 20,419 V Sewer Minor Adjustments 5% $ 20,419 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,167 V Illumination Standard Ilumination System 6% $ 24,502 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 265,443 Paving and Allowance Subtotal: $ 673,817 Construction Contingency: 20% $ 134,763 Construction Cost TOTAL: $ 809,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 809,000 Bonds: 5% $ 40,450 Engineering/Survey/Testing: 15% $ 121,350 Mobilization 10% $ 80,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 121,350 Project Cost TOTAL:1 $ 1,173,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 8-F This project consists of the reconstruction of an existing Limits: US 181 to N Mesquite St roadway. Costing Class: Secondary Arterial(A2) Length(If): 182 Service Area(s): Downtown Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 586 cy $ 16.91 $ 9,917 B7 1"Type'B'HMAC 1,112 sy $ 11.70 $ 13,013 B8 JUnderseal 1,112 1 sy 1 $ 6.46 $ 7,185 B11 8"Lime stabilized(8%),12"Compacted Subgrade 1,112 1 sy $ 18.99 $ 21,121 B13 lConcrete Median 728 1 sf $ 53.96 $ 39,283 D4 ISidewalk 607 sy $ 50.00 $ 30,333 Paving Construction Cost Subtotal: $ 120,852 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 4,834 V Prep ROW 4% $ 4,834 V Traffic Control Construction Phase Traffic Control 3% $ 3,626 V Pavement Markings/Markers 5% $ 6,043 V Roadway Drainage Standard Internal System 35% $ 42,298 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 6,043 V Sewer Minor Adjustments 5% $ 6,043 V Landscaping(Basic) Sodding and Erosion Control 2% $ 2,417 V Illumination Standard Ilumination System 6% $ 7,251 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 78,554 Paving and Allowance Subtotal: $ 199,406 Construction Contingency: 20% $ 39,881 Construction Cost TOTAL: $ 240,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 240,000 Bonds: 5% $ 12,000 Engineering/Survey/Testing: 15% $ 36,000 Mobilization 10% $ 24,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 36,000 Project Cost TOTAL:1 $ 348,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 8-G This project consists of the reconstruction of an existing Limits: N Mesquite St to N Chaparral St roadway. Costing Class: Secondary Arterial(A2) Length(If): 263 Service Area(s): Downtown Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 847 cy $ 16.91 $ 14,330 B7 1"Type'B'HMAC 1,607 sy $ 11.70 $ 18,805 B8 Underseal 1,607 sy $ 6.46 $ 10,383 B11 8"Lime stabilized(8%),12"Compacted Subgrade 1,607 sy $ 18.99 $ 30,521 B13 lConcrete Median 1,052 sf $ 53.96 $ 56,766 D4 ISidewalk 877 sy $ 50.00 $ 43,833 Paving Construction Cost Subtotal: $ 174,638 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 6,986 V Prep ROW 4% $ 6,986 V Traffic Control Construction Phase Traffic Control 3% $ 5,239 V Pavement Markings/Markers 5% $ 8,732 V Roadway Drainage Standard Internal System 35% $ 61,123 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 8,732 V Sewer Minor Adjustments 5% $ 8,732 V Landscaping(Basic) Sodding and Erosion Control 2% $ 3,493 V Illumination Standard Ilumination System 6% $ 10,478 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 113,515 Paving and Allowance Subtotal: $ 288,152 Construction Contingency: 20% $ 57,630 Construction Cost TOTAL: $ 346,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 346,000 Bonds: 5% $ 17,300 Engineering/Survey/Testing: 15% $ 51,900 Mobilization 10% $ 34,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 51,900 Project Cost TOTAL:1 $ 502,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 8-H This project consists of the reconstruction of an existing Limits: Burleson St to E Walnut St roadway. Costing Class: Collector(Cl) Length(If): 2,152 Service Area(s): Downtown Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,260 cy $ 16.91 $ 88,954 B6 1"Type'D'HMAC 9,804 sy $ 13.78 $ 135,093 B8 JUnderseal 9,804 1 sy 1 $ 6.46 $ 63,331 B12 12"Compacted Subgrade 10,282 sy $ 5.65 $ 58,092 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 7,173 sy $ 50.00 $ 358,667 Paving Construction Cost Subtotal: $ 704,137 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 28,165 V Prep ROW 4% $ 28,165 V Traffic Control Construction Phase Traffic Control 3% $ 21,124 V Pavement Markings/Markers 5% $ 35,207 V Roadway Drainage Standard Internal System 35% $ 246,448 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 35,207 V Sewer Minor Adjustments 5% $ 35,207 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,083 V Illumination Standard Ilumination System 6% $ 42,248 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 457,689 Paving and Allowance Subtotal: $ 1,161,826 Construction Contingency: 20% $ 232,365 Construction Cost TOTAL: $ 1,395,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,395,000 Bonds: 5% $ 69,750 Engineering/Survey/Testing: 15% $ 209,250 Mobilization 10% $ 139,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 209,250 Project Cost TOTAL:1 $ 2,023,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 8-1 This project consists of the reconstruction of an existing Limits: E Walnut St to Elm St roadway. Costing Class: Collector(Cl) Length(If): 363 Service Area(s): Downtown Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 887 cy $ 16.91 $ 15,005 B6 1"Type'D'HMAC 1,654 sy $ 13.78 $ 22,788 B8 JUnderseal 1,654 1 sy 1 $ 6.46 $ 10,683 B12 12"Compacted Subgrade 1,734 sy $ 5.65 $ 9,799 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 1,210 sy $ 50.00 $ 60,500 Paving Construction Cost Subtotal: $ 118,774 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 4,751 V Prep ROW 4% $ 4,751 V Traffic Control Construction Phase Traffic Control 3% $ 3,563 V Pavement Markings/Markers 5% $ 5,939 V Roadway Drainage Standard Internal System 35% $ 41,571 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 5,939 V Sewer Minor Adjustments 5% $ 5,939 V Landscaping(Basic) Sodding and Erosion Control 2% $ 2,375 V Illumination Standard Ilumination System 6% $ 7,126 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 77,203 Paving and Allowance Subtotal: $ 195,977 Construction Contingency: 20% $ 39,195 Construction Cost TOTAL: $ 236,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 236,000 Bonds: 5% $ 11,800 Engineering/Survey/Testing: 15% $ 35,400 Mobilization 10% $ 23,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 35,400 Project Cost TOTAL:1 $ 342,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Info_rmatfo_n 'k� Description: Project No. 8-J Project Number: 8-J This project consists of the construction of a completely new Limits: W Broadway St to N Tancahua St roadway. Costing Class: Collector(Cl) Length(If): 1,320 Service Area(s): Downtown Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,227 cy $ 16.91 $ 54,563 B6 1"Type'D'HMAC 6,013 sy $ 13.78 $ 82,864 B8 IUnderseal I 6,013 I sy I $ 6.46 I $ 38,846 B1212"Compacted Subgrade 6,307 sy $ 5.65 $ 35,633 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,400 sy $ 50.00 $ 220,000 Paving Construction Cost Subtotal: $ 431,905 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 17,276 V Prep ROW 4% $ 17,276 V Traffic Control Construction Phase Traffic Control 3% $ 12,957 V Pavement Markings/Markers 5% $ 21,595 V Roadway Drainage Standard Internal System 35% $ 151,167 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 21,595 V Sewer Minor Adjustments 5% $ 21,595 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,638 V Illumination Standard Ilumination System 6% $ 25,914 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 280,739 Paving and Allowance Subtotal: $ 712,644 Construction Contingency: 20% $ 142,529 Construction Cost TOTAL: $ 856,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 856,000 Bonds: 5% $ 42,800 Engineering/Survey/Testing: 15% $ 128,400 Mobilization 10% $ 85,600 ROW/Easement Acquisition: IFALSE 1 15% $ 128,400 Project Cost TOTAL: $ 1,241,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- ""—k� Description: Project No. 8-K Project Number: 8-K This project consists of the construction of a completely new Limits: N Tancahua St to US 181 roadway. Costing Class: Collector(Cl) Length(If): 317 Service Area(s): Downtown Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 774 cy $ 16.91 $ 13,095 B6 1"Type'D'HMAC 1,443 sy $ 13.78 $ 19,887 B8 IUnderseal I 1,443 I sy I $ 6.46 I $ 9,323 B1212"Compacted Subgrade 1,514 sy $ 5.65 $ 8,552 B13.X No Median 0 sf $ $ D4 (Sidewalk I 1,056 sy $ 50.00 $ 52,800 Paving Construction Cost Subtotal: $ 103,657 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 4,146 V Prep ROW 4% $ 4,146 V Traffic Control Construction Phase Traffic Control 3% $ 3,110 V Pavement Markings/Markers 5% $ 5,183 V Roadway Drainage Standard Internal System 35% $ 36,280 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 5,183 V Sewer Minor Adjustments 5% $ 5,183 V Landscaping(Basic) Sodding and Erosion Control 2% $ 2,073 V Illumination Standard Ilumination System 6% $ 6,219 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 67,377 Paving and Allowance Subtotal: $ 171,035 Construction Contingency: 20% $ 34,207 Construction Cost TOTAL: $ 206,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 206,000 Bonds: 5% $ 10,300 Engineering/Survey/Testing: 15% $ 30,900 Mobilization 10% $ 20,600 ROW/Easement Acquisition: IFALSE 1 15% $ 30,900 Project Cost TOTAL: $ 299,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-A This project consists of the reconstruction of an existing Limits: Ayers St to Kostoryz Rd roadway. Costing Class: Secondary Collector(C2) Length(If): 5,280 Service Area(s): Bayside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 13,200 cy $ 16.91 $ 223,212 B7 1"Type'B'HMAC 24,640 sy $ 11.70 $ 288,288 B8 JUnderseal 24,640 1 sy 1 $ 6.46 $ 159,174 B11 8"Lime stabilized(8%),12"Compacted Subgrade 24,640 sy $ 18.99 $ 467,914 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 17,600 sy $ 50.00 $ 880,000 Paving Construction Cost Subtotal: $ 2,018,588 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 80,744 V Prep ROW 4% $ 80,744 V Traffic Control Construction Phase Traffic Control 3% $ 60,558 V Pavement Markings/Markers 5% $ 100,929 V Roadway Drainage Standard Internal System 35% $ 706,506 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 100,929 V Sewer Minor Adjustments 5% $ 100,929 V Landscaping(Basic) Sodding and Erosion Control 2% $ 40,372 V Illumination Standard Ilumination System 6% $ 121,115 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 800,000 Other: $0 $ - Allowance Subtotal: $ 2,112,082 Paving and Allowance Subtotal: $ 4,130,670 Construction Contingency: 20% $ 826,134 Construction Cost TOTAL: $ 4,957,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,957,000 Bonds: 5% $ 247,850 Engineering/Survey/Testing: 15% $ 743,550 Mobilization 10% $ 495,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 743,550 Project Cost TOTAL:1 $ 7,188,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-13 This project consists of the reconstruction of an existing Limits: Kostoryz Rd to Carroll Ln roadway. Costing Class: Secondary Collector(C2) Length(If): 2,640 Service Area(s): Bayside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,600 cy $ 16.91 $ 111,606 B7 1"Type'B'HMAC 12,320 sy $ 11.70 $ 144,144 B8 JUnderseal 12,320 1 sy 1 $ 6.46 $ 79,587 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,320 sy $ 18.99 $ 233,957 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,009,294 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 40,372 V Prep ROW 4% $ 40,372 V Traffic Control Construction Phase Traffic Control 3% $ 30,279 V Pavement Markings/Markers 5% $ 50,465 V Roadway Drainage Standard Internal System 35% $ 353,253 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 50,465 V Sewer Minor Adjustments 5% $ 50,465 V Landscaping(Basic) Sodding and Erosion Control 2% $ 20,186 V Illumination Standard Ilumination System 6% $ 60,558 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,056,041 Paving and Allowance Subtotal: $ 2,065,335 Construction Contingency: 20% $ 413,067 Construction Cost TOTAL: $ 2,479,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,479,000 Bonds: 5% $ 123,950 Engineering/Survey/Testing: 15% $ 371,850 Mobilization 10% $ 247,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 371,850 Project Cost TOTAL:1 $ 3,595,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-C This project consists of the reconstruction of an existing Limits: Ocean Dr to Santa Fe St roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,056 Service Area(s): Bayside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,403 cy $ 16.91 $ 57,539 B7 1"Type'B'HMAC 6,453 sy $ 11.70 $ 75,504 B8 JUnderseal 6,453 1 sy 1 $ 6.46 $ 41,689 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,453 sy $ 18.99 $ 122,549 B13 lConcrete Median 4,224 sf $ 53.96 $ 227,927 D4 ISidewalk 3,520 sy $ 50.00 $ 176,000 Paving Construction Cost Subtotal: $ 701,207 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 28,048 V Prep ROW 4% $ 28,048 V Traffic Control Construction Phase Traffic Control 3% $ 21,036 V Pavement Markings/Markers 5% $ 35,060 V Roadway Drainage Standard Internal System 35% $ 245,423 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 35,060 V Sewer Minor Adjustments 5% $ 35,060 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,024 V Illumination Standard Ilumination System 6% $ 42,072 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 455,785 Paving and Allowance Subtotal: $ 1,156,992 Construction Contingency: 20% $ 231,398 Construction Cost TOTAL: $ 1,389,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,389,000 Bonds: 5% $ 69,450 Engineering/Survey/Testing: 15% $ 208,350 Mobilization 10% $ 138,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 208,350 Project Cost TOTAL:1 $ 2,014,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-D This project consists of the reconstruction of an existing Limits: Santa Fe ST to S Staples St roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,848 Service Area(s): Bayside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 5,955 cy $ 16.91 $ 100,693 B7 1"Type'B'HMAC 11,293 sy $ 11.70 $ 132,132 B8 JUnderseal 11,293 1 sy 1 $ 6.46 $ 72,955 B11 8"Lime stabilized(8%),12"Compacted Subgrade 11,293 sy 1 $ 18.99 $ 214,460 B13 lConcrete Median 7,392 sf $ 53.96 $ 398,872 D4 ISidewalk 6,160 sy $ 50.00 $ 308,000 Paving Construction Cost Subtotal: $ 1,227,113 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 49,085 V Prep ROW 4% $ 49,085 V Traffic Control Construction Phase Traffic Control 3% $ 36,813 V Pavement Markings/Markers 5% $ 61,356 V Roadway Drainage Standard Internal System 35% $ 429,490 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 61,356 V Sewer Minor Adjustments 5% $ 61,356 V Landscaping(Basic) Sodding and Erosion Control 2% $ 24,542 V Illumination Standard Ilumination System 6% $ 73,627 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 797,623 Paving and Allowance Subtotal: $ 2,024,737 Construction Contingency: 20% $ 404,947 Construction Cost TOTAL: $ 2,430,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,430,000 Bonds: 5% $ 121,500 Engineering/Survey/Testing: 15% $ 364,500 Mobilization 10% $ 243,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 364,500 Project Cost TOTAL:1 $ 3,524,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-E This project consists of the reconstruction of an existing Limits: S Staples St to S Brownlee Blvd roadway. Costing Class: Minor Arterial(Al) Length(If): 634 Service Area(s): Bayside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 2,394 cy $ 16.91 $ 40,476 B7 1"Type'B'HMAC 4,576 sy $ 11.70 $ 53,539 B8 JUnderseal 4,576 1 sy 1 $ 6.46 $ 29,561 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,576 sy 1 $ 18.99 $ 86,898 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 2,112 sy $ 50.00 $ 105,600 Paving Construction Cost Subtotal: $ 316,074 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 12,643 V Prep ROW 4% $ 12,643 V Traffic Control Construction Phase Traffic Control 3% $ 9,482 V Pavement Markings/Markers 5% $ 15,804 V Roadway Drainage Standard Internal System 35% $ 110,626 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 15,804 V Sewer Minor Adjustments 5% $ 15,804 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,321 V Illumination Standard Ilumination System 6% $ 18,964 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 205,448 Paving and Allowance Subtotal: $ 521,522 Construction Contingency: 20% $ 104,304 Construction Cost TOTAL: $ 626,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 626,000 Bonds: 5% $ 31,300 Engineering/Survey/Testing: 15% $ 93,900 Mobilization 10% $ 62,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 93,900 Project Cost TOTAL:1 $ 908,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-F This project consists of the reconstruction of an existing Limits: S Brownlee Blvd to Baldwin Blvd roadway. Costing Class: Minor Arterial(Al) Length(If): 2,640 Service Area(s): Bayside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,973 cy $ 16.91 $ 168,649 B7 1"Type'B'HMAC 19,067 sy $ 11.70 $ 223,080 B8 Underseal 19,067 sy $ 6.46 $ 123,171 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,067 sy $ 18.99 $ 362,076 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,316,976 Major Construction Component Allowances: W Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 52,679 V Prep ROW 4% $ 52,679 V Traffic Control Construction Phase Traffic Control 3% $ 39,509 V Pavement Markings/Markers 5% $ 65,849 V Roadway Drainage Standard Internal System 35% $ 460,942 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 65,849 V Sewer Minor Adjustments 5% $ 65,849 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,340 V Illumination Standard Ilumination System 6% $ 79,019 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,256,034 Paving and Allowance Subtotal: $ 2,573,010 Construction Contingency: 20% $ 514,602 Construction Cost TOTAL: $ 3,088,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,088,000 Bonds: 5% $ 154,400 Engineering/Survey/Testing: 15% $ 463,200 Mobilization 10% $ 308,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 463,200 Project Cost TOTAL:1 $ 4,478,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-G This project consists of the reconstruction of an existing Limits: S Staples St to Norton St roadway. Costing Class: Minor Arterial(Al) Length(If): 2,640 Service Area(s): Bayside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,973 cy $ 16.91 $ 168,649 B7 1"Type'B'HMAC 19,067 sy $ 11.70 $ 223,080 B8 Underseal 19,067 sy $ 6.46 $ 123,171 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,067 sy $ 18.99 $ 362,076 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,316,976 Major Construction Component Allowances: W Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 52,679 V Prep ROW 4% $ 52,679 V Traffic Control Construction Phase Traffic Control 3% $ 39,509 V Pavement Markings/Markers 5% $ 65,849 V Roadway Drainage Standard Internal System 35% $ 460,942 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 65,849 V Sewer Minor Adjustments 5% $ 65,849 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,340 V Illumination Standard Ilumination System 6% $ 79,019 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,256,034 Paving and Allowance Subtotal: $ 2,573,010 Construction Contingency: 20% $ 514,602 Construction Cost TOTAL: $ 3,088,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,088,000 Bonds: 5% $ 154,400 Engineering/Survey/Testing: 15% $ 463,200 Mobilization 10% $ 308,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 463,200 Project Cost TOTAL:1 $ 4,478,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-H This project consists of the reconstruction of an existing Limits: Norton St to Brawner Pkwy roadway. Costing Class: Minor Arterial(Al) Length(If): 1,848 Service Area(s): Bayside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,981 cy $ 16.91 $ 118,054 B7 1"Type'B'HMAC 13,347 sy $ 11.70 $ 156,156 B8 JUnderseal 13,347 1 sy 1 $ 6.46 $ 86,219 B11 8"Lime stabilized(8%),12"Compacted Subgrade 13,347 sy $ 18.99 $ 253,453 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 6,160 sy $ 50.00 $ 308,000 Paving Construction Cost Subtotal: $ 921,883 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 36,875 V Prep ROW 4% $ 36,875 V Traffic Control Construction Phase Traffic Control 3% $ 27,656 V Pavement Markings/Markers 5% $ 46,094 V Roadway Drainage Standard Internal System 35% $ 322,659 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 46,094 V Sewer Minor Adjustments 5% $ 46,094 V Landscaping(Basic) Sodding and Erosion Control 2% $ 18,438 V Illumination Standard Ilumination System 6% $ 55,313 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 599,224 Paving and Allowance Subtotal: $ 1,521,107 Construction Contingency: 20% $ 304,221 Construction Cost TOTAL: $ 1,826,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,826,000 Bonds: 5% $ 91,300 Engineering/Survey/Testing: 15% $ 273,900 Mobilization 10% $ 182,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 273,900 Project Cost TOTAL:1 $ 2,648,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-1 This project consists of the reconstruction of an existing Limits: S Almeda St to S Staples St roadway. Costing Class: Minor Arterial(Al) Length(If): 2,904 Service Area(s): Bayside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,971 cy $ 16.91 $ 185,514 B7 1"Type'B'HMAC 20,973 sy $ 11.70 $ 245,388 B8 JUnderseal 20,973 1 sy 1 $ 6.46 $ 135,488 B11 8"Lime stabilized(8%),12"Compacted Subgrade 20,973 sy $ 18.99 $ 398,284 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 9,680 sy $ 50.00 $ 484,000 Paving Construction Cost Subtotal: $ 1,448,673 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 57,947 V Prep ROW 4% $ 57,947 V Traffic Control Construction Phase Traffic Control 3% $ 43,460 V Pavement Markings/Markers 5% $ 72,434 V Roadway Drainage Standard Internal System 35% $ 507,036 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 72,434 V Sewer Minor Adjustments 5% $ 72,434 V Landscaping(Basic) Sodding and Erosion Control 2% $ 28,973 V Illumination Standard Ilumination System 6% $ 86,920 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,341,638 Paving and Allowance Subtotal: $ 2,790,311 Construction Contingency: 20% $ 558,062 Construction Cost TOTAL: $ 3,349,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,349,000 Bonds: 5% $ 167,450 Engineering/Survey/Testing: 15% $ 502,350 Mobilization 10% $ 334,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 502,350 Project Cost TOTAL:1 $ 4,856,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-1 This project consists of the reconstruction of an existing Limits: Morgan Ave to Elizabeth St roadway. Costing Class: Minor Arterial(Al) Length(If): 528 Service Area(s): Bayside 1 Description Expansion Project No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 1,995 cy $ 16.91 $ 33,730 B7 1"Type'B'HMAC 3,813 sy $ 11.70 $ 44,616 B8 JUnderseal 3,813 1 sy 1 $ 6.46 $ 24,634 B11 8"Lime stabilized(8%),12"Compacted Subgrade 3,813 sy $ 18.99 $ 72,415 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 1,760 sy $ 50.00 $ 88,000 Paving Construction Cost Subtotal: $ 263,395 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 10,536 V Prep ROW 4% $ 10,536 V Traffic Control Construction Phase Traffic Control 3% $ 7,902 V Pavement Markings/Markers 5% $ 13,170 V Roadway Drainage Standard Internal System 35% $ 92,188 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 13,170 V Sewer Minor Adjustments 5% $ 13,170 V Landscaping(Basic) Sodding and Erosion Control 2% $ 5,268 V Illumination Standard Ilumination System 6% $ 15,804 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 171,207 Paving and Allowance Subtotal: $ 434,602 Construction Contingency: 20% $ 86,920 Construction Cost TOTAL: $ 522,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 522,000 Bonds: 5% $ 26,100 Engineering/Survey/Testing: 15% $ 78,300 Mobilization 10% $ 52,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 78,300 Project Cost TOTAL:1 $ 757,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-K This project consists of the reconstruction of an existing Limits: Elizabeth St to Booty St roadway. Costing Class: Minor Arterial(Al) Length(If): 634 Service Area(s): Bayside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 2,394 cy $ 16.91 $ 40,476 B7 1"Type'B'HMAC 4,576 sy $ 11.70 $ 53,539 B8 JUnderseal 4,576 1 sy 1 $ 6.46 $ 29,561 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,576 sy 1 $ 18.99 $ 86,898 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 2,112 sy $ 50.00 $ 105,600 Paving Construction Cost Subtotal: $ 316,074 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 12,643 V Prep ROW 4% $ 12,643 V Traffic Control Construction Phase Traffic Control 3% $ 9,482 V Pavement Markings/Markers 5% $ 15,804 V Roadway Drainage Standard Internal System 35% $ 110,626 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 15,804 V Sewer Minor Adjustments 5% $ 15,804 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,321 V Illumination Standard Ilumination System 6% $ 18,964 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 205,448 Paving and Allowance Subtotal: $ 521,522 Construction Contingency: 20% $ 104,304 Construction Cost TOTAL: $ 626,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 626,000 Bonds: 5% $ 31,300 Engineering/Survey/Testing: 15% $ 93,900 Mobilization 10% $ 62,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 93,900 Project Cost TOTAL:1 $ 908,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-L This project consists of the reconstruction of an existing Limits: Booty St to Ayers St roadway. Costing Class: Minor Arterial(Al) Length(If): 792 Service Area(s): Bayside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,992 cy $ 16.91 $ 50,595 B7 1"Type'B'HMAC 5,720 sy $ 11.70 $ 66,924 B8 JUnderseal 5,720 1 sy 1 $ 6.46 $ 36,951 B11 8"Lime stabilized(8%),12"Compacted Subgrade 5,720 sy $ 18.99 $ 108,623 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 2,640 sy $ 50.00 $ 132,000 Paving Construction Cost Subtotal: $ 395,093 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 15,874- V Prep ROW 4% $ 15,804 V Traffic Control Construction Phase Traffic Control 3% $ 11,853 V Pavement Markings/Markers 5% $ 19,755 V Roadway Drainage Standard Internal System 35% $ 138,282 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 19,755 V Sewer Minor Adjustments 5% $ 19,755 V Landscaping(Basic) Sodding and Erosion Control 2% $ 7,902 V Illumination Standard Ilumination System 6% $ 23,706 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 256,810 Paving and Allowance Subtotal: $ 651,903 Construction Contingency: 20% $ 130,381 Construction Cost TOTAL: $ 783,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 783,000 Bonds: 5% $ 39,150 Engineering/Survey/Testing: 15% $ 117,450 Mobilization 10% $ 78,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 117,450 Project Cost TOTAL:1 $ 1,135,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-M This project consists of the reconstruction of an existing Limits: Ayers St to Louisiana Ave roadway. Costing Class: Minor Arterial(Al) Length(If): 3,432 Service Area(s): Bayside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,965 cy $ 16.91 $ 219,244 B7 1"Type'B'HMAC 24,787 sy $ 11.70 $ 290,004 B8 JUnderseal 24,787 1 sy 1 $ 6.46 $ 160,122 B11 8"Lime stabilized(8%),12"Compacted Subgrade 24,787 sy $ 18.99 $ 470,699 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 11,440 sy $ 50.00 $ 572,000 Paving Construction Cost Subtotal: $ 1,712,068 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 68,483 V Prep ROW 4% $ 68,483 V Traffic Control Construction Phase Traffic Control 3% $ 51,362 V Pavement Markings/Markers 5% $ 85,603 V Roadway Drainage Standard Internal System 35% $ 599,224 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 85,603 V Sewer Minor Adjustments 5% $ 85,603 V Landscaping(Basic) Sodding and Erosion Control 2% $ 34,241 V Illumination Standard Ilumination System 6% $ 102,724 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,512,844 Paving and Allowance Subtotal: $ 3,224,913 Construction Contingency: 20% $ 644,983 Construction Cost TOTAL: $ 3,870,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,870,000 Bonds: 5% $ 193,500 Engineering/Survey/Testing: 15% $ 580,500 Mobilization 10% $ 387,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 580,500 Project Cost TOTAL:1 $ 5,612,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-11 This project consists of the reconstruction of an existing Limits: Doddridge St to Carmel Pkwy roadway. Costing Class: Secondary Arterial(A2) Length(If): 4,424 Service Area(s): Bayside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 14,255 cy $ 16.91 $ 241,054 B7 1"Type'B'HMAC 27,036 sy $ 11.70 $ 316,316 B8 JUnderseal 27,036 1 sy 1 $ 6.46 $ 174,650 B11 8"Lime stabilized(8%),12"Compacted Subgrade 27,036 sy $ 18.99 $ 513,405 B13 lConcrete Median 17,696 sf $ 53.96 $ 954,876 D4 ISidewalk 14,747 sy $ 50.00 $ 737,333 Paving Construction Cost Subtotal: $ 2,937,634 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 117,575- V Prep ROW 4% $ 117,505 V Traffic Control Construction Phase Traffic Control 3% $ 88,129 V Pavement Markings/Markers 5% $ 146,882 V Roadway Drainage Standard Internal System 35% $ 1,028,172 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 146,882 V Sewer Minor Adjustments 5% $ 146,882 V Landscaping(Basic) Sodding and Erosion Control 2% $ 58,753 V Illumination Standard Ilumination System 6% $ 176,258 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,309,462 Paving and Allowance Subtotal: $ 5,247,097 Construction Contingency: 20% $ 1,049,419 Construction Cost TOTAL: $ 6,297,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 6,297,000 Bonds: 5% $ 314,850 Engineering/Survey/Testing: 15% $ 944,550 Mobilization 10% $ 629,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 944,550 Project Cost TOTAL:1 $ 9,131,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-S This project consists of the reconstruction of an existing Limits: Carmel Pkwy to Everhart Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 685 Service Area(s): Bayside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,207 cy $ 16.91 $ 37,324 B7 1"Type'B'HMAC 4,186 sy $ 11.70 $ 48,978 B8 JUnderseal 4,186 1 sy 1 $ 6.46 $ 27,042 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,186 sy $ 18.99 $ 79,494 B13 lConcrete Median 2,740 sf $ 53.96 $ 147,850 D4 ISidewalk 2,283 sy $ 50.00 $ 114,167 Paving Construction Cost Subtotal: $ 454,855 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 18,194 V Prep ROW 4% $ 18,194 V Traffic Control Construction Phase Traffic Control 3% $ 13,646 V Pavement Markings/Markers 5% $ 22,743 V Roadway Drainage Standard Internal System 35% $ 159,199 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 22,743 V Sewer Minor Adjustments 5% $ 22,743 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,097 V Illumination Standard Ilumination System 6% $ 27,291 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 295,656 Paving and Allowance Subtotal: $ 750,511 Construction Contingency: 20% $ 150,102 Construction Cost TOTAL: $ 901,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 901,000 Bonds: 5% $ 45,050 Engineering/Survey/Testing: 15% $ 135,150 Mobilization 10% $ 90,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 135,150 Project Cost TOTAL:1 $ 1,306,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 9-T This project consists of the reconstruction of an existing Limits: Everhart Rd to Robert Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 792 Service Area(s): Bayside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,552 cy $ 16.91 $ 43,154 B7 1"Type'B'HMAC 4,840 sy $ 11.70 $ 56,628 B8 JUnderseal 4,840 1 sy 1 $ 6.46 $ 31,266 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,840 sy $ 18.99 $ 91,912 B13 lConcrete Median 3,168 sf $ 53.96 $ 170,945 D4 ISidewalk 2,640 sy $ 50.00 $ 132,000 Paving Construction Cost Subtotal: $ 525,906 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 21,036 V Prep ROW 4% $ 21,036 V Traffic Control Construction Phase Traffic Control 3% $ 15,777 V Pavement Markings/Markers 5% $ 26,295 V Roadway Drainage Standard Internal System 35% $ 184,067 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 26,295 V Sewer Minor Adjustments 5% $ 26,295 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,518 V Illumination Standard Ilumination System 6% $ 31,554 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 341,839 Paving and Allowance Subtotal: $ 867,744 Construction Contingency: 20% $ 173,549 Construction Cost TOTAL: $ 1,042,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,042,000 Bonds: 5% $ 52,100 Engineering/Survey/Testing: 15% $ 156,300 Mobilization 10% $ 104,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 156,300 Project Cost TOTAL:1 $ 1,511,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Inr0_rm9,tT0_rV ""_ J? Description: Project No. 9-W Project Number: 9-W This project consists of the construction of a completely new Limits: Center Dr to Santa Fe St roadway. Costing Class: Minor Arterial(Al) Length(If): 739 Service Area(s): Bayside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,793 cy $ 16.91 $ 47,222 B7 1"Type'B'HMAC 5,339 sy $ 11.70 $ 62,462 B8 IUnderseal I 5,339 I sy I $ 6.46 I $ 34,488 B118"Lime stabilized(8%),12"Compacted Subgrade 5,339 sy $ 18.99 $ 101,381 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,464 sy $ 50.00 $ 123,200 Paving Construction Cost Subtotal: $ 368,753 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 14,750 V Prep ROW 4% $ 14,750 V Traffic Control Construction Phase Traffic Control 3% $ 11,063 V Pavement Markings/Markers 5% $ 18,438 V Roadway Drainage Standard Internal System 35% $ 129,064 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 18,438 V Sewer Minor Adjustments 5% $ 18,438 V Landscaping(Basic) Sodding and Erosion Control 2% $ 7,375 V Illumination Standard Ilumination System 6% $ 22,125 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 239,690 Paving and Allowance Subtotal: $ 608,443 Construction Contingency: 20% $ 121,689 Construction Cost TOTAL: $ 731,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 731,000 Bonds: 5% $ 36,550 Engineering/Survey/Testing: 15% $ 109,650 Mobilization 10% $ 73,100 ROW/Easement Acquisition: IFALSE 1 15% $ 109,650 Project Cost TOTAL: $ 1,060,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality StudypPAPE-DAWSON Conceptual Level Project Cost Projection 1 ENGINEERS Worksheet Last Updated:04/10/2022 Project • • ■- 1 Project Number: 10-A This project consists of the reconstruction of an existing Limits: Everhart Rd to 125 ft east of Holmes Dr roadway. Costing Class: Primary Collector(0) Length(If): 2,466 Service Area(s): Bayside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost B2 Excavation(Roadway) 7,398 cy $ 16.91 $ 125,100 B7 1"Type'B'HMAC 13,974 sy $ 11.70 $ 163,496 B8 JUnderseal 13,974 1 sy 1 $ 6.46 $ 90,272 B11 8"Lime stabilized(8%),12"Compacted Subgrade 13,974 sy 1 $ 18.99 $ 265,366 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,220 sy $ 50.00 $ 411,000 Paving Construction Cost Subtotal: $ 1,055,234 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 42,209 V Prep ROW 4% $ 42,209 V Traffic Control Construction Phase Traffic Control 3% $ 31,657 V Pavement Markings/Markers 5% $ 52,762 V Roadway Drainage Standard Internal System 35% $ 369,332 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 52,762 V Sewer Minor Adjustments 5% $ 52,762 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,105 V Illumination Standard Ilumination System 6% $ 63,314 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 685,902 Paving and Allowance Subtotal: $ 1,741,137 Construction Contingency: 20% $ 348,227 Construction Cost TOTAL: $ 2,090,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,090,000 Bonds: 5% $ 104,500 Engineering/Survey/Testing: 15% $ 313,500 Mobilization 10% $ 209,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 313,500 Project Cost TOTAL:1 $ 3,031,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality StudypPAPE-DAWSON Conceptual Level Project Cost Projection l ENGINEERS Worksheet Last Updated:04/10/2022 Project • • ■- 1 Project Number: 10-B This project consists of the reconstruction of an existing Limits: Ennis Joslin Rd to 4132 ft east of Sand Dollar Blvd roadway. Costing Class: Secondary Arterial(A2) Length(If): 9,343 Service Area(s): Bayside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 30,105 cy $ 16.91 $ 509,079 B7 1"Type'B'HMAC 57,096 sy $ 11.70 $ 668,025 B8 JUnderseal 57,096 1 sy 1 $ 6.46 $ 368,841 B11 8"Lime stabilized(8%),12"Compacted Subgrade 57,096 sy $ 18.99 $ 1,084,255 B13 lConcrete Median 37,372 sf $ 53.96 $ 2,016,593 D4 ISidewalk 31,143 sy $ 50.00 $ 1,557,167 Paving Construction Cost Subtotal: $ 6,203,960 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 248,158 V Prep ROW 4% $ 248,158 V Traffic Control Construction Phase Traffic Control 3% $ 186,119 V Pavement Markings/Markers 5% $ 310,198 V Roadway Drainage Standard Internal System 35% $ 2,171,386 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 310,198 V Sewer Minor Adjustments 5% $ 310,198 V Landscaping(Basic) Sodding and Erosion Control 2% $ 124,079 V Illumination Standard Ilumination System 6% $ 372,238 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 1,200,000 Other: $0 $ - Allowance Subtotal: $ 5,232,574 Paving and Allowance Subtotal: $ 11,436,533 Construction Contingency: 20% $ 2,287,307 Construction Cost TOTAL: $ 13,7241 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 13,724,000 Bonds: 5% $ 686,200 Engineering/Survey/Testing: 15% $ 2,058,600 Mobilization 10% $ 1,372,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 2,058,600 Project Cost TOTAL:1 $ 19,900,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality StudypPAPE-DAWSON Conceptual Level Project Cost Projection l ENGINEERS Worksheet Last Updated:04/10/2022 Project • • ■- 1 Project Number: 10-C This project consists of the reconstruction of an existing Limits: Nile Dr.to Rodd Field Rd roadway. Costing Class: Primary Collector(0) Length(If): 2,006 Service Area(s): Bayside 2 Description Expansion Project oadway Construction Cost Projection r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,019 cy $ 16.91 $ 101,785 B7 1"Type'B'HMAC 11,370 sy $ 11.70 $ 133,024 B8 JUnderseal 11,370 1 sy 1 $ 6.46 $ 73,448 B11 8"Lime stabilized(8%),12"Compacted Subgrade 11,370 sy $ 18.99 $ 215,909 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 6,688 sy $ 50.00 $ 334,400 Paving Construction Cost Subtotal: $ 858,565 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 34,343 V Prep ROW 4% $ 34,343 V Traffic Control Construction Phase Traffic Control 3% $ 25,757 V Pavement Markings/Markers 5% $ 42,928 V Roadway Drainage Standard Internal System 35% $ 300,498 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 42,928 V Sewer Minor Adjustments 5% $ 42,928 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,171 V Illumination Standard Ilumination System 6% $ 51,514 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 558,067 Paving and Allowance Subtotal: $ 1,416,633 Construction Contingency: Q070 $ 283,327 Construction Cost TOT $ 1,700,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,700,000 Bonds: 5% $ 85,000 Engineering/Survey/Testing: 15% $ 255,000 Mobilization 10% $ 170,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 255,000 Project Cost TOTAL:1 $ 2,465,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality StudyPAPE-DAWSON r-' Conceptual Level Project Cost Projection ENGINEERS Worksheet Last Updated:04/10/2022 Project • • ■- 1 Project Number: 10-D This project consists of the reconstruction of an existing Limits: Rodd Field Rd to Ennis Joslin Rd roadway. Costing Class: Primary Collector(0) Length(If): 2,534 Service Area(s): Bayside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,603 cy $ 16.91 $ 128,570 B7 1"Type'B'HMAC 14,362 sy $ 11.70 $ 168,031 B8 JUnderseal 14,362 1 sy 1 $ 6.46 $ 92,776 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,362 sy $ 18.99 $ 272,727 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,448 sy $ 50.00 $ 422,400 Paving Construction Cost Subtotal: $ 1,084,504 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 43,380 V Prep ROW 4% $ 43,380 V Traffic Control Construction Phase Traffic Control 3% $ 32,535 V Pavement Markings/Markers 5% $ 54,225 V Roadway Drainage Standard Internal System 35% $ 379,576 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 54,225 V Sewer Minor Adjustments 5% $ 54,225 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,690 V Illumination Standard Ilumination System 6% $ 65,070 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 704,927 Paving and Allowance Subtotal: $ 1,789,431 Construction Contingency: 20% $ 357,886 Construction Cost TOTAL: $ 2,148,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,148,000 Bonds: 5% $ 107,400 Engineering/Survey/Testing: 15% $ 322,200 Mobilization 10% $ 214,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 322,200 Project Cost TOTAL:1 $ 3,115,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality StudypPAPE-DAWSON Conceptual Level Project Cost Projection 1 ENGINEERS Worksheet Last Updated:04/10/2022 Project • • ■- 1 Project Number: 10-G This project consists of the reconstruction of an existing Limits: Ocean Dr to Gaines St roadway. Costing Class: Minor Arterial(Al) Length(If): 1,690 Service Area(s): Bayside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,383 cy $ 16.91 $ 107,935 B7 1"Type'B'HMAC 12,203 sy $ 11.70 $ 142,771 B8 JUnderseal 12,203 1 sy 1 $ 6.46 $ 78,829 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,203 sy $ 18.99 $ 231,729 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 5,632 sy $ 50.00 $ 281,600 Paving Construction Cost Subtotal: $ 842,864 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 33,775- V Prep ROW 4% $ 33,715 V Traffic Control Construction Phase Traffic Control 3% $ 25,286 V Pavement Markings/Markers 5% $ 42,143 V Roadway Drainage Standard Internal System 35% $ 295,003 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 42,143 V Sewer Minor Adjustments 5% $ 42,143 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,857 V Illumination Standard Ilumination System 6% $ 50,572 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 547,862 Paving and Allowance Subtotal: $ 1,390,726 Construction Contingency: 20% $ 278,145 Construction Cost TOTAL: $ 1,669,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,669,000 Bonds: 5% $ 83,450 Engineering/Survey/Testing: 15% $ 250,350 Mobilization 10% $ 166,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 250,350 Project Cost TOTAL:1 $ 2,420,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality StudypPAPE-DAWSON Conceptual Level Project Cost Projection / ENGINEERS Worksheet Last Updated:04/10/2022 Project • • ■- 1 Project Number: 10-J This project consists of the reconstruction of an existing Limits: Robert Dr to Airline Rd roadway. Costing Class: Collector(Cl) Length(If): 3,115 Service Area(s): Bayside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,615 cy $ 16.91 $ 128,769 B6 1"Type'D'HMAC 14,191 sy $ 13.78 $ 195,558 B8 JUnderseal 14,191 1 sy 1 $ 6.46 $ 91,677 B12 12"Compacted Subgrade 14,884 sy $ 5.65 $ 84,093 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 10,384 sy $ 50.00 $ 519,200 Paving Construction Cost Subtotal: $ 1,019,297 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 40,772 V Prep ROW 4% $ 40,772 V Traffic Control Construction Phase Traffic Control 3% $ 30,579 V Pavement Markings/Markers 5% $ 50,965 V Roadway Drainage Standard Internal System 35% $ 356,754 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 50,965 V Sewer Minor Adjustments 5% $ 50,965 V Landscaping(Basic) Sodding and Erosion Control 2% $ 20,386 V Illumination Standard Ilumination System 6% $ 61,158 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,062,543 Paving and Allowance Subtotal: $ 2,081,840 Construction Contingency: 20% $ 416,368 Construction Cost TOTAL: $ 2,499,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,499,000 Bonds: 5% $ 124,950 Engineering/Survey/Testing: 15% $ 374,850 Mobilization 10% $ 249,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 374,850 Project Cost TOTAL:1 $ 3,624,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-A This project consists of the reconstruction of an existing Limits: SH 358 to Civitan Dr roadway. Costing Class: Minor Arterial(Al) Length(If): 2,006 Service Area(s): Southside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,580 cy $ 16.91 $ 128,173 B7 1"Type'B'HMAC 14,491 sy $ 11.70 $ 169,541 B8 JUnderseal 14,491 1 sy 1 $ 6.46 $ 93,610 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,491 sy $ 18.99 $ 275,178 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 6,688 sy $ 50.00 $ 334,400 Paving Construction Cost Subtotal: $ 1,000,902 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 40,036 V Prep ROW 4% $ 40,036 V Traffic Control Construction Phase Traffic Control 3% $ 30,027 V Pavement Markings/Markers 5% $ 50,045 V Roadway Drainage Standard Internal System 35% $ 350,316 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 50,045 V Sewer Minor Adjustments 5% $ 50,045 V Landscaping(Basic) Sodding and Erosion Control 2% $ 20,018 V Illumination Standard Ilumination System 6% $ 60,054 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 650,586 Paving and Allowance Subtotal: $ 1,651,488 Construction Contingency: 20% $ 330,298 Construction Cost TOTAL: $ 1,982,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,982,000 Bonds: 5% $ 99,100 Engineering/Survey/Testing: 15% $ 297,300 Mobilization 10% $ 198,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 297,300 Project Cost TOTAL:1 $ 2,874,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-B This project consists of the reconstruction of an existing Limits: Civitan Dr to Holly Rd roadway. Costing Class: Minor Arterial(Al) Length(If): 1,954 Service Area(s): Southside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,380 cy $ 16.91 $ 124,800 B7 1"Type'B'HMAC 14,109 sy $ 11.70 $ 165,079 B8 JUnderseal 14,109 1 sy 1 $ 6.46 $ 91,146 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,109 sy $ 18.99 $ 267,936 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 6,512 sy $ 50.00 $ 325,600 Paving Construction Cost Subtotal: $ 974,562 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 38,972- V Prep ROW 4% $ 38,982 V Traffic Control Construction Phase Traffic Control 3% $ 29,237 V Pavement Markings/Markers 5% $ 48,728 V Roadway Drainage Standard Internal System 35% $ 341,097 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 48,728 V Sewer Minor Adjustments 5% $ 48,728 V Landscaping(Basic) Sodding and Erosion Control 2% $ 19,491 V Illumination Standard Ilumination System 6% $ 58,474 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 633,465 Paving and Allowance Subtotal: $ 1,608,027 Construction Contingency: 20% $ 321,605 Construction Cost TOTAL: $ 1,930,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,930,000 Bonds: 5% $ 96,500 Engineering/Survey/Testing: 15% $ 289,500 Mobilization 10% $ 193,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 289,500 Project Cost TOTAL:1 $ 2,799,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-C This project consists of the reconstruction of an existing Limits: Carroll Ln to Weber Rd roadway. Costing Class: Secondary Collector(C2) Length(If): 2,640 Service Area(s): Southside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,600 cy $ 16.91 $ 111,606 B7 1"Type'B'HMAC 12,320 sy $ 11.70 $ 144,144 B8 JUnderseal 12,320 1 sy 1 $ 6.46 $ 79,587 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,320 sy $ 18.99 $ 233,957 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,009,294 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 40,372 V Prep ROW 4% $ 40,372 V Traffic Control Construction Phase Traffic Control 3% $ 30,279 V Pavement Markings/Markers 5% $ 50,465 V Roadway Drainage Standard Internal System 35% $ 353,253 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 50,465 V Sewer Minor Adjustments 5% $ 50,465 V Landscaping(Basic) Sodding and Erosion Control 2% $ 20,186 V Illumination Standard Ilumination System 6% $ 60,558 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,056,041 Paving and Allowance Subtotal: $ 2,065,335 Construction Contingency: 20% $ 413,067 Construction Cost TOTAL: $ 2,479,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,479,000 Bonds: 5% $ 123,950 Engineering/Survey/Testing: 15% $ 371,850 Mobilization 10% $ 247,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 371,850 Project Cost TOTAL:1 $ 3,595,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-D This project consists of the reconstruction of an existing Limits: SH 358 to Tiger Ln roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,267 Service Area(s): Southside 1 Description Expansion Project oadway Construction • • • No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 4,083 cy $ 16.91 $ 69,047 B7 1"Type'B'HMAC 7,744 sy $ 11.70 $ 90,605 B8 JUnderseal 7,744 1 sy 1 $ 6.46 $ 50,026 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,744 sy 1 $ 18.99 $ 147,059 B13 lConcrete Median 5,069 sf $ 53.96 $ 273,512 D4 ISidewalk 4,224 sy $ 50.00 $ 211,200 Paving Construction Cost Subtotal: $ 841,449 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 33,658 V Prep ROW 4% $ 33,658 V Traffic Control Construction Phase Traffic Control 3% $ 25,243 V Pavement Markings/Markers 5% $ 42,072 V Roadway Drainage Standard Internal System 35% $ 294,507 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 42,072 V Sewer Minor Adjustments 5% $ 42,072 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,829 V Illumination Standard Ilumination System 6% $ 50,487 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 546,942 Paving and Allowance Subtotal: $ 1,388,391 Construction Contingency: 20% $ 277,678 Construction Cost TOTAL: $ 1,667,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,667,000 Bonds: 5% $ 83,350 Engineering/Survey/Testing: 15% $ 250,050 Mobilization 10% $ 166,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 250,050 Project Cost TOTAL:1 $ 2,417,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-E This project consists of the reconstruction of an existing Limits: Tiger Ln to Capri Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,584 Service Area(s): Southside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,104 cy $ 16.91 $ 86,309 B7 1"Type'B'HMAC 9,680 sy $ 11.70 $ 113,256 B8 Underseal 9,680 sy $ 6.46 $ 62,533 B11 8"Lime stabilized(8%),12"Compacted Subgrade 9,680 sy $ 18.99 $ 183,823 B13 lConcrete Median 6,336 sf $ 53.96 $ 341,891 D4 ISidewalk 5,280 sy $ 50.00 $ 264,000 Paving Construction Cost Subtotal: $ 1,051,811 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 42,072 V Prep ROW 4% $ 42,072 V Traffic Control Construction Phase Traffic Control 3% $ 31,554 V Pavement Markings/Markers 5% $ 52,591 V Roadway Drainage Standard Internal System 35% $ 368,134 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 52,591 V Sewer Minor Adjustments 5% $ 52,591 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,036 V Illumination Standard Ilumination System 6% $ 63,109 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 683,677 Paving and Allowance Subtotal: $ 1,735,488 Construction Contingency: 20% $ 347,098 Construction Cost TOTAL: $ 2,083,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,083,000 Bonds: 5% $ 104,150 Engineering/Survey/Testing: 15% $ 312,450 Mobilization 10% $ 208,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 312,450 Project Cost TOTAL:1 $ 3,020,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-F This project consists of the reconstruction of an existing Limits: Capri Dr to Holly Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,003 Service Area(s): Southside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,233 cy $ 16.91 $ 54,662 B7 1"Type'B'HMAC 6,131 sy $ 11.70 $ 71,729 B8 JUnderseal 6,131 1 sy 1 $ 6.46 $ 39,604 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,131 sy $ 18.99 $ 116,421 B13 lConcrete Median 4,013 sf $ 53.96 $ 216,531 D4 ISidewalk 3,344 sy $ 50.00 $ 167,200 Paving Construction Cost Subtotal: $ 666,147 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 26,646 V Prep ROW 4% $ 26,646 V Traffic Control Construction Phase Traffic Control 3% $ 19,984 V Pavement Markings/Markers 5% $ 33,307 V Roadway Drainage Standard Internal System 35% $ 233,151 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 33,307 V Sewer Minor Adjustments 5% $ 33,307 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,323 V Illumination Standard Ilumination System 6% $ 39,969 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 432,996 Paving and Allowance Subtotal: $ 1,099,143 Construction Contingency: Q070 $ 219,829 Construction Cost TOT $ 1,319,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,319,000 Bonds: 5% $ 65,950 Engineering/Survey/Testing: 15% $ 197,850 Mobilization 10% $ 131,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 197,850 Project Cost TOTAL:1 $ 1,913,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-G This project consists of the reconstruction of an existing Limits: Holly Rd to Schanen Blvd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,109 Service Area(s): Southside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 3,573 cy $ 16.91 $ 60,416 B7 1"Type'B'HMAC 6,776 sy $ 11.70 $ 79,279 B8 JUnderseal 6,776 1 sy 1 $ 6.46 $ 43,773 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,776 sy 1 $ 18.99 $ 128,676 B13 lConcrete Median 4,435 sf $ 53.96 $ 239,323 D4 ISidewalk 3,696 sy $ 50.00 $ 184,800 Paving Construction Cost Subtotal: $ 736,268 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 29,451 V Prep ROW 4% $ 29,451 V Traffic Control Construction Phase Traffic Control 3% $ 22,088 V Pavement Markings/Markers 5% $ 36,813 V Roadway Drainage Standard Internal System 35% $ 257,694 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 36,813 V Sewer Minor Adjustments 5% $ 36,813 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,725 V Illumination Standard Ilumination System 6% $ 44,176 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 478,574 Paving and Allowance Subtotal: $ 1,214,842 Construction Contingency: 20% $ 242,968 Construction Cost TOTAL: $ 1,458,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,458,000 Bonds: 5% $ 72,900 Engineering/Survey/Testing: 15% $ 218,700 Mobilization 10% $ 145,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 218,700 Project Cost TOTAL:1 $ 2,114,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-H This project consists of the reconstruction of an existing Limits: Schanen Blvd to Wickersham St roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,323 Service Area(s): Southside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,486 cy $ 16.91 $ 126,586 B7 1"Type'B'HMAC 14,197 sy $ 11.70 $ 166,109 B8 JUnderseal 14,197 1 sy 1 $ 6.46 $ 91,715 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,197 sy $ 18.99 $ 269,607 B13 lConcrete Median 9,293 sf $ 53.96 $ 501,439 D4 ISidewalk 7,744 sy $ 50.00 $ 387,200 Paving Construction Cost Subtotal: $ 1,542,656 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 61,776- V Prep ROW 4% $ 61,706 V Traffic Control Construction Phase Traffic Control 3% $ 46,280 V Pavement Markings/Markers 5% $ 77,133 V Roadway Drainage Standard Internal System 35% $ 539,930 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 77,133 V Sewer Minor Adjustments 5% $ 77,133 V Landscaping(Basic) Sodding and Erosion Control 2% $ 30,853 V Illumination Standard Ilumination System 6% $ 92,559 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,002,727 Paving and Allowance Subtotal: $ 2,545,383 Construction Contingency: 20% $ 509,077 Construction Cost TOTAL: $ 3,055,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,055,000 Bonds: 5% $ 152,750 Engineering/Survey/Testing: 15% $ 458,250 Mobilization 10% $ 305,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 458,250 Project Cost TOTAL:1 $ 4,430,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-1 This project consists of the reconstruction of an existing Limits: Wickersham St to Capitol Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 845 Service Area(s): Southside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,722 cy $ 16.91 $ 46,031 B7 1"Type'B'HMAC 5,163 sy $ 11.70 $ 60,403 B8 Underseal 5,163 sy $ 6.46 $ 33,351 B11 8"Lime stabilized(8%),12"Compacted Subgrade 5,163 sy $ 18.99 $ 98,039 B13 lConcrete Median 3,379 sf $ 53.96 $ 182,342 D4 ISidewalk 2,816 sy $ 50.00 $ 140,800 Paving Construction Cost Subtotal: $ 560,966 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 22,439 V Prep ROW 4% $ 22,439 V Traffic Control Construction Phase Traffic Control 3% $ 16,829 V Pavement Markings/Markers 5% $ 28,048 V Roadway Drainage Standard Internal System 35% $ 196,338 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 28,048 V Sewer Minor Adjustments 5% $ 28,048 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,219 V Illumination Standard Ilumination System 6% $ 33,658 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 364,628 Paving and Allowance Subtotal: $ 925,594 Construction Contingency: 20% $ 185,119 Construction Cost TOTAL: $ 1,111,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,111,000 Bonds: 5% $ 55,550 Engineering/Survey/Testing: 15% $ 166,650 Mobilization 10% $ 111,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 166,650 Project Cost TOTAL:1 $ 1,611,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-1 This project consists of the reconstruction of an existing Limits: Capitol Dr to Saratoga Blvd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,056 Service Area(s): Southside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,403 cy $ 16.91 $ 57,539 B7 1"Type'B'HMAC 6,453 sy $ 11.70 $ 75,504 B8 JUnderseal 6,453 1 sy 1 $ 6.46 $ 41,689 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,453 sy $ 18.99 $ 122,549 B13 lConcrete Median 4,224 sf $ 53.96 $ 227,927 D4 ISidewalk 3,520 sy $ 50.00 $ 176,000 Paving Construction Cost Subtotal: $ 701,207 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 28,048 V Prep ROW 4% $ 28,048 V Traffic Control Construction Phase Traffic Control 3% $ 21,036 V Pavement Markings/Markers 5% $ 35,060 V Roadway Drainage Standard Internal System 35% $ 245,423 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 35,060 V Sewer Minor Adjustments 5% $ 35,060 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,024 V Illumination Standard Ilumination System 6% $ 42,072 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 455,785 Paving and Allowance Subtotal: $ 1,156,992 Construction Contingency: 20% $ 231,398 Construction Cost TOTAL: $ 1,389,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,389,000 Bonds: 5% $ 69,450 Engineering/Survey/Testing: 15% $ 208,350 Mobilization 10% $ 138,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 208,350 Project Cost TOTAL:1 $ 2,014,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-K This project consists of the reconstruction of an existing Limits: Saratoga Blvd to Acushnet Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 792 Service Area(s): Southside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,652 cy $ 16.91 $ 61,755 B7 1"Type'B'HMAC 7,040 sy $ 11.70 $ 82,368 B8 JUnderseal 7,040 1 sy 1 $ 6.46 $ 45,478 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,040 sy $ 18.99 $ 133,690 B13 lConcrete Median 3,960 sf $ 53.96 $ 213,682 D4 ISidewalk 2,640 sy $ 50.00 $ 132,000 Paving Construction Cost Subtotal: $ 668,973 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 26,759 V Prep ROW 4% $ 26,759 V Traffic Control Construction Phase Traffic Control 3% $ 20,069 V Pavement Markings/Markers 5% $ 33,449 V Roadway Drainage Standard Internal System 35% $ 234,141 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 33,449 V Sewer Minor Adjustments 5% $ 33,449 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,379 V Illumination Standard Ilumination System 6% $ 40,138 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 434,832 Paving and Allowance Subtotal: $ 1,103,805 Construction Contingency: 20% $ 220,761 Construction Cost TOTAL: $ 1,325,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,325,000 Bonds: 5% $ 66,250 Engineering/Survey/Testing: 15% $ 198,750 Mobilization 10% $ 132,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 198,750 Project Cost TOTAL:1 $ 1,921,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-L This project consists of the reconstruction of an existing Limits: Acushnet Drto Bratton Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 1,848 Service Area(s): Southside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,521 cy $ 16.91 $ 144,096 B7 1"Type'B'HMAC 16,427 sy $ 11.70 $ 192,192 B8 JUnderseal 16,427 1 sy 1 $ 6.46 $ 106,116 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,427 sy 1 $ 18.99 $ 311,942 B13 lConcrete Median 9,240 sf $ 53.96 $ 498,590 D4 ISidewalk 6,160 sy $ 50.00 $ 308,000 Paving Construction Cost Subtotal: $ 1,560,937 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 62,437 V Prep ROW 4% $ 62,437 V Traffic Control Construction Phase Traffic Control 3% $ 46,828 V Pavement Markings/Markers 5% $ 78,047 V Roadway Drainage Standard Internal System 35% $ 546,328 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 78,047 V Sewer Minor Adjustments 5% $ 78,047 V Landscaping(Basic) Sodding and Erosion Control 2% $ 31,219 V Illumination Standard Ilumination System 6% $ 93,656 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,014,609 Paving and Allowance Subtotal: $ 2,575,546 Construction Contingency: 20% $ 515,109 Construction Cost TOTAL: $ 3,091,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,091,000 Bonds: 5% $ 154,550 Engineering/Survey/Testing: 15% $ 463,650 Mobilization 10% $ 309,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 463,650 Project Cost TOTAL:1 $ 4,482,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-M This project consists of the reconstruction of an existing Limits: Bratton Rd to Aaron Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 1,320 Service Area(s): Southside 1 Description Expansion Project oadway Construction Cost Projection r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,087 cy $ 16.91 $ 102,926 B7 1"Type'B'HMAC 11,733 sy $ 11.70 $ 137,280 B8 Underseal 11,733 sy $ 6.46 $ 75,797 B11 8"Lime stabilized(8%),12"Compacted Subgrade 11,733 sy $ 18.99 $ 222,816 B13 lConcrete Median 6,600 sf $ 53.96 $ 356,136 D4 ISidewalk 4,400 sy $ 50.00 $ 220,000 Paving Construction Cost Subtotal: $ 1,114,955 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 44,598 V Prep ROW 4% $ 44,598 V Traffic Control Construction Phase Traffic Control 3% $ 33,449 V Pavement Markings/Markers 5% $ 55,748 V Roadway Drainage Standard Internal System 35% $ 390,234 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 55,748 V Sewer Minor Adjustments 5% $ 55,748 V Landscaping(Basic) Sodding and Erosion Control 2% $ 22,299 V Illumination Standard Ilumination System 6% $ 66,897 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 724,721 Paving and Allowance Subtotal: $ 1,839,676 Construction Contingency: 20% $ 367,935 Construction Cost TOTAL: $ 2,208,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,208,000 Bonds: 5% $ 110,400 Engineering/Survey/Testing: 15% $ 331,200 Mobilization 10% $ 220,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 331,200 Project Cost TOTAL:1 $ 3,202,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 11-N This project consists of the reconstruction of an existing Limits: Aaron Dr to Yorktown Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 1,426 Service Area(s): Southside 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,574 cy $ 16.91 $ 111,160 B7 1"Type'B'HMAC 12,672 sy $ 11.70 $ 148,262 B8 JUnderseal 12,672 1 sy 1 $ 6.46 $ 81,861 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,672 sy $ 18.99 $ 240,641 B13 lConcrete Median 7,128 sf $ 53.96 $ 384,627 D4 ISidewalk 4,752 sy $ 50.00 $ 237,600 Paving Construction Cost Subtotal: $ 1,204,151 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 48,166 V Prep ROW 4% $ 48,166 V Traffic Control Construction Phase Traffic Control 3% $ 36,125 V Pavement Markings/Markers 5% $ 60,208 V Roadway Drainage Standard Internal System 35% $ 421,453 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 60,208 V Sewer Minor Adjustments 5% $ 60,208 V Landscaping(Basic) Sodding and Erosion Control 2% $ 24,083 V Illumination Standard Ilumination System 6% $ 72,249 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 782,698 Paving and Allowance Subtotal: $ 1,986,850 Construction Contingency: 20% $ 397,370 Construction Cost TOTAL: $ 2,385,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,385,000 Bonds: 5% $ 119,250 Engineering/Survey/Testing: 15% $ 357,750 Mobilization 10% $ 238,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 357,750 Project Cost TOTAL:1 $ 3,458,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- • Project Number: 11-0 This project consists of the reconstruction of an existing Limits: Yorktown Blvd to Oso Creek roadway. Costing Class: Primary Arterial(A3) Length(If): 2,006 Service Area(s): Southside 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,252 cy $ 16.91 $ 156,447 B7 1"Type'B'HMAC 17,835 sy $ 11.70 $ 208,666 B8 JUnderseal 17,835 1 sy 1 $ 6.46 $ 115,212 B11 8"Lime stabilized(8%),12"Compacted Subgrade 17,835 sy $ 18.99 $ 338,680 B13 lConcrete Median 10,032 sf $ 53.96 $ 541,327 D4 ISidewalk 6,688 sy $ 50.00 $ 334,400 Paving Construction Cost Subtotal: $ 1,694,731 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 67,789 V Prep ROW 4% $ 67,789 V Traffic Control Construction Phase Traffic Control 3% $ 50,842 V Pavement Markings/Markers 5% $ 84,737 V Roadway Drainage Standard Internal System 35% $ 593,156 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 84,737 V Sewer Minor Adjustments 5% $ 84,737 V Landscaping(Basic) Sodding and Erosion Control 2% $ 33,895 V Illumination Standard Ilumination System 6% $ 101,684 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,101,575 Paving and Allowance Subtotal: $ 2,796,307 Construction Contingency: 20% $ 559,261 Construction Cost TOTAL: $ 3,356,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,356,000 Bonds: 5% $ 167,800 Engineering/Survey/Testing: 15% $ 503,400 Mobilization 10% $ 335,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 503,400 Project Cost TOTAL:1 $ 4,866,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Inr0_rm9,tT0_rV "_ Description: Project No. 11_Q Project Number: 11-Q This project consists of the construction of a completely new Limits: Wickersham St(PR Segment)to Masterson Dr roadway. Costing Class: Collector(Cl) Length(If): 1,584 Service Area(s): Southside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,872 cy $ 16.91 $ 65,476 B6 1"Type'D'HMAC 7,216 sy $ 13.78 $ 99,436 B8 IUnderseal I 7,216 I sy I $ 6.46 I $ 46,615 B1212"Compacted Subgrade 7,568 sy $ 5.65 $ 42,759 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,280 sy $ 50.00 $ 264,000 Paving Construction Cost Subtotal: $ 518,287 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 20,731 V Prep ROW 4% $ 20,731 V Traffic Control Construction Phase Traffic Control 3% $ 15,549 V Pavement Markings/Markers 5% $ 25,914 V Roadway Drainage Standard Internal System 35% $ 181,400 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 25,914 V Sewer Minor Adjustments 5% $ 25,914 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,366 V Illumination Standard Ilumination System 6% $ 31,097 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 336,886 Paving and Allowance Subtotal: $ 855,173 Construction Contingency: 20% $ 171,035 Construction Cost TOTAL: $ 1,027,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,027,000 Bonds: 5% $ 51,350 Engineering/Survey/Testing: 15% $ 154,050 Mobilization 10% $ 102,700 ROW/Easement Acquisition: IFALSE 1 15% $ 154,050 Project Cost TOTAL: $ 1,489,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n`k�, Description: Project No. 11-T Project Number: 11-T This project consists of the construction of a completely new Limits: Carmago Dr to Saratoga Blvd roadway. Costing Class: Collector(Cl) Length(If): 1,320 Service Area(s): Southside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,227 cy $ 16.91 $ 54,563 B6 1"Type'D'HMAC 6,013 sy $ 13.78 $ 82,864 B8 IUnderseal I 6,013 I sy I $ 6.46 I $ 38,846 B1212"Compacted Subgrade 6,307 sy $ 5.65 $ 35,633 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,400 sy $ 50.00 $ 220,000 Paving Construction Cost Subtotal: $ 431,905 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 17,276 V Prep ROW 4% $ 17,276 V Traffic Control Construction Phase Traffic Control 3% $ 12,957 V Pavement Markings/Markers 5% $ 21,595 V Roadway Drainage Standard Internal System 35% $ 151,167 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 21,595 V Sewer Minor Adjustments 5% $ 21,595 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,638 V Illumination Standard Ilumination System 6% $ 25,914 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 280,739 Paving and Allowance Subtotal: $ 712,644 Construction Contingency: 20% $ 142,529 Construction Cost TOTAL: $ 856,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 856,000 Bonds: 5% $ 42,800 Engineering/Survey/Testing: 15% $ 128,400 Mobilization 10% $ 85,600 ROW/Easement Acquisition: IFALSE 1 15% $ 128,400 Project Cost TOTAL: $ 1,241,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 11_U Project Number: 11-U This project consists of the construction of a completely new Limits: Glenway St to Saratoga Blvd roadway. Costing Class: Collector(Cl) Length(If): 1,373 Service Area(s): Southside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,356 cy $ 16.91 $ 56,745 B6 1"Type'D'HMAC 6,254 sy $ 13.78 $ 86,178 B8 IUnderseal I 6,254 I sy I $ 6.46 I $ 40,400 B1212"Compacted Subgrade 6,559 sy $ 5.65 $ 37,058 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,576 sy $ 50.00 $ 228,800 Paving Construction Cost Subtotal: $ 449,182 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 17,967 V Prep ROW 4% $ 17,967 V Traffic Control Construction Phase Traffic Control 3% $ 13,475 V Pavement Markings/Markers 5% $ 22,459 V Roadway Drainage Standard Internal System 35% $ 157,214 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 22,459 V Sewer Minor Adjustments 5% $ 22,459 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,984 V Illumination Standard Ilumination System 6% $ 26,951 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 291,968 Paving and Allowance Subtotal: $ 741,150 Construction Contingency: 20% $ 148,230 Construction Cost TOTAL: $ 890,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 890,000 Bonds: 5% $ 44,500 Engineering/Survey/Testing: 15% $ 133,500 Mobilization 10% $ 89,000 ROW/Easement Acquisition: IFALSE 1 15% $ 133,500 Project Cost TOTAL: $ 1,291,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n`k�, Description: Project No. 11_V Project Number: 11-V This project consists of the construction of a completely new Limits: Carroll Ln W to Carroll Ln E roadway. Costing Class: Collector(Cl) Length(If): 211 Service Area(s): Southside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 516 cy $ 16.91 $ 8,730 B6 1"Type'D'HMAC 962 sy $ 13.78 $ 13,258 B8 IUnderseal I 962 I sy I $ 6.46 I $ 6,215 B1212"Compacted Subgrade 1,009 sy $ 5.65 $ 5,701 B13.X No Median 0 sf $ $ D4 (Sidewalk I 704 sy $ 50.00 $ 35,200 Paving Construction Cost Subtotal: $ 69,105 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 2,764 V Prep ROW 4% $ 2,764 V Traffic Control Construction Phase Traffic Control 3% $ 2,073 V Pavement Markings/Markers 5% $ 3,455 V Roadway Drainage Standard Internal System 35% $ 24,187 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 3,455 V Sewer Minor Adjustments 5% $ 3,455 V Landscaping(Basic) Sodding and Erosion Control 2% $ 1,382 V Illumination Standard Ilumination System 6% $ 4,146 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 44,918 Paving and Allowance Subtotal: $ 114,023 Construction Contingency: 20% $ 22,805 Construction Cost TOTAL: $ 137,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 137,000 Bonds: 5% $ 6,850 Engineering/Survey/Testing: 15% $ 20,550 Mobilization 10% $ 13,700 ROW/Easement Acquisition: IFALSE 1 15% $ 20,550 Project Cost TOTAL: $ 199,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n`k�, Description: Project No. 11_W Project Number: 11-W This project consists of the construction of a completely new Limits: Carroll Ln E to Norchester Dr roadway. Costing Class: Collector(Cl) Length(If): 634 Service Area(s): Southside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,549 cy $ 16.91 $ 26,190 B6 1"Type'D'HMAC 2,886 sy $ 13.78 $ 39,775 B8 IUnderseal I 2,886 I sy I $ 6.46 I $ 18,646 B1212"Compacted Subgrade 3,027 sy $ 5.65 $ 17,104 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,112 sy $ 50.00 $ 105,600 Paving Construction Cost Subtotal: $ 207,315 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 8,293 V Prep ROW 4% $ 8,293 V Traffic Control Construction Phase Traffic Control 3% $ 6,219 V Pavement Markings/Markers 5% $ 10,366 V Roadway Drainage Standard Internal System 35% $ 72,560 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 10,366 V Sewer Minor Adjustments 5% $ 10,366 V Landscaping(Basic) Sodding and Erosion Control 2% $ 4,146 V Illumination Standard Ilumination System 6% $ 12,439 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 134,755 Paving and Allowance Subtotal: $ 342,069 Construction Contingency: 20% $ 68,414 Construction Cost TOTAL: $ 411,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 411,000 Bonds: 5% $ 20,550 Engineering/Survey/Testing: 15% $ 61,650 Mobilization 10% $ 41,100 ROW/Easement Acquisition: IFALSE 1 15% $ 61,650 Project Cost TOTAL: $ 596,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 11_X Project Number: 11-X This project consists of the construction of a completely new Limits: Bratton Rd to Weber Rd roadway. Costing Class: Collector(Cl) Length(If): 1,848 Service Area(s): Southside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,517 cy $ 16.91 $ 76,388 B6 1"Type'D'HMAC 8,419 sy $ 13.78 $ 116,009 B8 IUnderseal I 8,419 I sy I $ 6.46 I $ 54,385 B1212"Compacted Subgrade 8,829 sy $ 5.65 $ 49,886 B13.X No Median 0 sf $ $ D4 (Sidewalk I 6,160 sy $ 50.00 $ 308,000 Paving Construction Cost Subtotal: $ 604,668 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 24,187 V Prep ROW 4% $ 24,187 V Traffic Control Construction Phase Traffic Control 3% $ 18,140 V Pavement Markings/Markers 5% $ 30,233 V Roadway Drainage Standard Internal System 35% $ 211,634 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 30,233 V Sewer Minor Adjustments 5% $ 30,233 V Landscaping(Basic) Sodding and Erosion Control 2% $ 12,093 V Illumination Standard Ilumination System 6% $ 36,280 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 393,034 Paving and Allowance Subtotal: $ 997,702 Construction Contingency: 20% $ 199,540 Construction Cost TOTAL: $ 1,198,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,198,000 Bonds: 5% $ 59,900 Engineering/Survey/Testing: 15% $ 179,700 Mobilization 10% $ 119,800 ROW/Easement Acquisition: IFALSE 1 15% $ 179,700 Project Cost TOTAL: $ 1,737,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 11-Y Project Number: 11-Y This project consists of the construction of a completely new Limits: Saratoga Blvd to Brezina Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 5,597 Service Area(s): Southside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 25,807 cy $ 16.91 $ 436,404 B7 1"Type'B'HMAC 49,749 sy $ 11.70 $ 582,067 B8 IUnderseal I 49,749 I sy I $ 6.46 I $ 321,381 B11 8"Lime stabilized(8%),12"Compacted Subgrade 49,749 sy $ 18.99 $ 944,740 B13 lConcrete Median 27,984 sf $ 53.96 $ 1,510,017 D4 ISidewalk I 18,656 sy $ 50.00 $ 932,800 I I I I Paving Construction Cost Subtotal: $ 4,727,409 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 189,096 V Prep ROW 4% $ 189,096 V Traffic Control Construction Phase Traffic Control 3% $ 141,822 V Pavement Markings/Markers 5% $ 236,370 V Roadway Drainage Standard Internal System 35% $ 1,654,593 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 236,370 V Sewer Minor Adjustments 5% $ 236,370 V Landscaping(Basic) Sodding and Erosion Control 2% $ 94,548 V Illumination Standard Ilumination System 6% $ 283,645 Traffic Signalization Assume Signal per Half Mile $400,000 $ 800,000 Other: $0 $ - Allowance Subtotal: $ 3,872,816 Paving and Allowance Subtotal: $ 8,600,224 Construction Contingency: 20% $ 1,720,045 Construction Cost TOTAL: $ 10,321,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 10,321,000 Bonds: 5% $ 516,050 Engineering/Survey/Testing: 15% $ 1,548,150 Mobilization 10% $ 1,032,100 ROW/Easement Acquisition: IFALSE 1 15% $ 1,548,150 Project Cost TOTAL: $ 14,965,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 11_Z Project Number: 11-Z This project consists of the construction of a completely new Limits: Brezina Rd to Webber Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 1,162 Service Area(s): Southside 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,356 cy $ 16.91 $ 90,574 B7 1"Type'B'HMAC 10,325 sy $ 11.70 $ 120,806 B8 IUnderseal I 10,325 I sy I $ 6.46 I $ 66,702 B11 8"Lime stabilized(8%),12"Compacted Subgrade 10,325 sy $ 18.99 $ 196,078 B13 lConcrete Median 5,808 sf $ 53.96 $ 313,400 D4 ISidewalk I 3,872 sy $ 50.00 $ 193,600 I I I I Paving Construction Cost Subtotal: $ 981,160 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 39,246 V Prep ROW 4% $ 39,246 V Traffic Control Construction Phase Traffic Control 3% $ 29,435 V Pavement Markings/Markers 5% $ 49,058 V Roadway Drainage Standard Internal System 35% $ 343,406 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 49,058 V Sewer Minor Adjustments 5% $ 49,058 V Landscaping(Basic) Sodding and Erosion Control 2% $ 19,623 V Illumination Standard Ilumination System 6% $ 58,870 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 637,754 Paving and Allowance Subtotal: $ 1,618,914 Construction Contingency: 20% $ 323,783 Construction Cost TOTAL: $ 1,943,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,943,000 Bonds: 5% $ 97,150 Engineering/Survey/Testing: 15% $ 291,450 Mobilization 10% $ 194,300 ROW/Easement Acquisition: IFALSE 1 15% $ 291,450 Project Cost TOTAL: $ 2,817,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-A This project consists of the reconstruction of an existing Limits: SH 358 to Tiger Ln roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,320 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,253 cy $ 16.91 $ 71,924 B7 1"Type'B'HMAC 8,067 sy $ 11.70 $ 94,380 B8 JUnderseal 8,067 1 sy 1 $ 6.46 $ 52,111 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,067 sy $ 18.99 $ 153,186 B13 lConcrete Median 5,280 sf $ 53.96 $ 284,909 D4 ISidewalk 4,400 sy $ 50.00 $ 220,000 Paving Construction Cost Subtotal: $ 876,509 Major Construction Component Allowances: %1111 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 35,060 V Prep ROW 4% $ 35,060 V Traffic Control Construction Phase Traffic Control 3% $ 26,295 V Pavement Markings/Markers 5% $ 43,825 V Roadway Drainage Standard Internal System 35% $ 306,778 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 43,825 V Sewer Minor Adjustments 5% $ 43,825 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,530 V Illumination Standard Ilumination System 6% $ 52,591 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 569,731 Paving and Allowance Subtotal: $ 1,446,240 Construction Contingency: 20% $ 289,248 Construction Cost TOTAL: $ 1,736,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,736,000 Bonds: 5% $ 86,800 Engineering/Survey/Testing: 15% $ 260,400 Mobilization 10% $ 173,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 260,400 Project Cost TOTAL:1 $ 2,517,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-C This project consists of the reconstruction of an existing Limits: Tiger Ln to Capri Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,584 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,104 cy $ 16.91 $ 86,309 B7 1"Type'B'HMAC 9,680 sy $ 11.70 $ 113,256 B8 Underseal 9,680 sy $ 6.46 $ 62,533 B11 8"Lime stabilized(8%),12"Compacted Subgrade 9,680 sy $ 18.99 $ 183,823 B13 lConcrete Median 6,336 sf $ 53.96 $ 341,891 D4 ISidewalk 5,280 sy $ 50.00 $ 264,000 Paving Construction Cost Subtotal: $ 1,051,811 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 42,072 V Prep ROW 4% $ 42,072 V Traffic Control Construction Phase Traffic Control 3% $ 31,554 V Pavement Markings/Markers 5% $ 52,591 V Roadway Drainage Standard Internal System 35% $ 368,134 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 52,591 V Sewer Minor Adjustments 5% $ 52,591 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,036 V Illumination Standard Ilumination System 6% $ 63,109 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 683,677 Paving and Allowance Subtotal: $ 1,735,488 Construction Contingency: 20% $ 347,098 Construction Cost TOTAL: $ 2,083,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,083,000 Bonds: 5% $ 104,150 Engineering/Survey/Testing: 15% $ 312,450 Mobilization 10% $ 208,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 312,450 Project Cost TOTAL:1 $ 3,020,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-D This project consists of the reconstruction of an existing Limits: Capri Dr to Holly Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,015 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,271 cy $ 16.91 $ 55,305 B7 1"Type'B'HMAC 6,203 sy $ 11.70 $ 72,573 B8 JUnderseal 6,203 1 sy 1 $ 6.46 $ 40,070 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,203 sy $ 18.99 $ 117,791 B13 lConcrete Median 4,060 sf $ 53.96 $ 219,078 D4 ISidewalk 3,383 sy $ 50.00 $ 169,167 Paving Construction Cost Subtotal: $ 673,983 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 26,959 V Prep ROW 4% $ 26,959 V Traffic Control Construction Phase Traffic Control 3% $ 20,219 V Pavement Markings/Markers 5% $ 33,699 V Roadway Drainage Standard Internal System 35% $ 235,894 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 33,699 V Sewer Minor Adjustments 5% $ 33,699 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,480 V Illumination Standard Ilumination System 6% $ 40,439 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 438,089 Paving and Allowance Subtotal: $ 1,112,071 Construction Contingency: 20% $ 222,414 Construction Cost TOTAL: $ 1,335,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,335,000 Bonds: 5% $ 66,750 Engineering/Survey/Testing: 15% $ 200,250 Mobilization 10% $ 133,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 200,250 Project Cost TOTAL:1 $ 1,936,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-E This project consists of the reconstruction of an existing Limits: Holly Rd to Schanen Blvd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,111 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,580 cy $ 16.91 $ 60,536 B7 1"Type'B'HMAC 6,789 sy $ 11.70 $ 79,437 B8 JUnderseal 6,789 1 sy 1 $ 6.46 $ 43,860 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,789 sy $ 18.99 $ 128,932 B13 lConcrete Median 4,444 sf $ 53.96 $ 239,798 D4 ISidewalk 3,703 sy $ 50.00 $ 185,167 Paving Construction Cost Subtotal: $ 737,729 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 29,509 V Prep ROW 4% $ 29,509 V Traffic Control Construction Phase Traffic Control 3% $ 22,132 V Pavement Markings/Markers 5% $ 36,886 V Roadway Drainage Standard Internal System 35% $ 258,205 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 36,886 V Sewer Minor Adjustments 5% $ 36,886 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,755 V Illumination Standard Ilumination System 6% $ 44,264 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 479,524 Paving and Allowance Subtotal: $ 1,217,252 Construction Contingency: 20% $ 243,450 Construction Cost TOTAL: $ 1,461,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,461,000 Bonds: 5% $ 73,050 Engineering/Survey/Testing: 15% $ 219,150 Mobilization 10% $ 146,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 219,150 Project Cost TOTAL:1 $ 2,118,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-F This project consists of the reconstruction of an existing Limits: Schanen Blvd to Wickersham St roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,347 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,563 cy $ 16.91 $ 127,883 B7 1"Type'B'HMAC 14,343 sy $ 11.70 $ 167,811 B8 Underseal 14,343 sy $ 6.46 $ 92,654 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,343 sy $ 18.99 $ 272,369 B13 lConcrete Median 9,388 sf $ 53.96 $ 506,576 D4 ISidewalk 7,823 sy $ 50.00 $ 391,167 Paving Construction Cost Subtotal: $ 1,558,460 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 62,338 V Prep ROW 4% $ 62,338 V Traffic Control Construction Phase Traffic Control 3% $ 46,754 V Pavement Markings/Markers 5% $ 77,923 V Roadway Drainage Standard Internal System 35% $ 545,461 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 77,923 V Sewer Minor Adjustments 5% $ 77,923 V Landscaping(Basic) Sodding and Erosion Control 2% $ 31,169 V Illumination Standard Ilumination System 6% $ 93,508 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,012,999 Paving and Allowance Subtotal: $ 2,571,459 Construction Contingency: 20% $ 514,292 Construction Cost TOTAL: $ 3,086,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,086,000 Bonds: 5% $ 154,300 Engineering/Survey/Testing: 15% $ 462,900 Mobilization 10% $ 308,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 462,900 Project Cost TOTAL:1 $ 4,475,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-G This project consists of the reconstruction of an existing Limits: Wickersham St to Capitol Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 842 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,713 cy $ 16.91 $ 45,879 B7 1"Type'B'HMAC 5,146 sy $ 11.70 $ 60,203 B8 JUnderseal 5,146 1 sy 1 $ 6.46 $ 33,240 B11 8"Lime stabilized(8%),12"Compacted Subgrade 5,146 sy $ 18.99 $ 97,714 B13 lConcrete Median 3,368 sf $ 53.96 $ 181,737 D4 ISidewalk 2,807 sy $ 50.00 $ 140,333 Paving Construction Cost Subtotal: $ 559,107 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 22,364 V Prep ROW 4% $ 22,364 V Traffic Control Construction Phase Traffic Control 3% $ 16,773 V Pavement Markings/Markers 5% $ 27,955 V Roadway Drainage Standard Internal System 35% $ 195,687 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 27,955 V Sewer Minor Adjustments 5% $ 27,955 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,182 V Illumination Standard Ilumination System 6% $ 33,546 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 363,419 Paving and Allowance Subtotal: $ 922,526 Construction Contingency: 20% $ 184,505 Construction Cost TOTAL: $ 1,108,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,108,000 Bonds: 5% $ 55,400 Engineering/Survey/Testing: 15% $ 166,200 Mobilization 10% $ 110,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 166,200 Project Cost TOTAL:1 $ 1,607,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-H This project consists of the reconstruction of an existing Limits: Capitol Dr to Saratoga Blvd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,032 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,325 cy $ 16.91 $ 56,231 B7 1"Type'B'HMAC 6,307 sy $ 11.70 $ 73,788 B8 Underseal 6,307 sy $ 6.46 $ 40,741 B11 8"Lime stabilized(8%),12"Compacted Subgrade 6,307 sy $ 18.99 $ 119,764 B13 lConcrete Median 4,128 sf $ 53.96 $ 222,747 D4 ISidewalk 3,440 sy $ 50.00 $ 172,000 Paving Construction Cost Subtotal: $ 685,271 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 27,471- V Prep ROW 4% $ 27,411 V Traffic Control Construction Phase Traffic Control 3% $ 20,558 V Pavement Markings/Markers 5% $ 34,264 V Roadway Drainage Standard Internal System 35% $ 239,845 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 34,264 V Sewer Minor Adjustments 5% $ 34,264 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,705 V Illumination Standard Ilumination System 6% $ 41,116 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 445,426 Paving and Allowance Subtotal: $ 1,130,697 Construction Contingency: 20% $ 226,139 Construction Cost TOTAL: $ 1,357,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,357,000 Bonds: 5% $ 67,850 Engineering/Survey/Testing: 15% $ 203,550 Mobilization 10% $ 135,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 203,550 Project Cost TOTAL:1 $ 1,968,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-1 This project consists of the reconstruction of an existing Limits: Saratoga Blvd to Acushnet Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 804 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,707 cy $ 16.91 $ 62,691 B7 1"Type'B'HMAC 7,147 sy $ 11.70 $ 83,616 B8 Underseal 7,147 sy $ 6.46 $ 46,167 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,147 sy $ 18.99 $ 135,715 B13 lConcrete Median 4,020 sf $ 53.96 $ 216,919 D4 ISidewalk 2,680 sy $ 50.00 $ 134,000 Paving Construction Cost Subtotal: $ 679,109 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 27,164 V Prep ROW 4% $ 27,164 V Traffic Control Construction Phase Traffic Control 3% $ 20,373 V Pavement Markings/Markers 5% $ 33,955 V Roadway Drainage Standard Internal System 35% $ 237,688 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 33,955 V Sewer Minor Adjustments 5% $ 33,955 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,582 V Illumination Standard Ilumination System 6% $ 40,747 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 441,421 Paving and Allowance Subtotal: $ 1,120,530 Construction Contingency: 20% $ 224,106 Construction Cost TOTAL: $ 1,345,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,345,000 Bonds: 5% $ 67,250 Engineering/Survey/Testing: 15% $ 201,750 Mobilization 10% $ 134,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 201,750 Project Cost TOTAL:1 $ 1,950,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-J This project consists of the reconstruction of an existing Limits: Acushnet Drto Bratton Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 1,840 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,484 cy $ 16.91 $ 143,472 B7 1"Type'B'HMAC 16,356 sy $ 11.70 $ 191,360 B8 Underseal 16,356 sy $ 6.46 $ 105,657 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,356 sy $ 18.99 $ 310,592 B13 lConcrete Median 9,200 sf $ 53.96 $ 496,432 D4 ISidewalk 6,133 sy $ 50.00 $ 306,667 Paving Construction Cost Subtotal: $ 1,554,180 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 62,167 V Prep ROW 4% $ 62,167 V Traffic Control Construction Phase Traffic Control 3% $ 46,625 V Pavement Markings/Markers 5% $ 77,709 V Roadway Drainage Standard Internal System 35% $ 543,963 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 77,709 V Sewer Minor Adjustments 5% $ 77,709 V Landscaping(Basic) Sodding and Erosion Control 2% $ 31,084 V Illumination Standard Ilumination System 6% $ 93,251 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,010,217 Paving and Allowance Subtotal: $ 2,564,396 Construction Contingency: 20% $ 512,879 Construction Cost TOTAL: $ 3,078,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,078,000 Bonds: 5% $ 153,900 Engineering/Survey/Testing: 15% $ 461,700 Mobilization 10% $ 307,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 461,700 Project Cost TOTAL:1 $ 4,463,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-K This project consists of the reconstruction of an existing Limits: Bratton Rd to Aaron Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 1,313 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,054 cy $ 16.91 $ 102,380 B7 1"Type'B'HMAC 11,671 sy $ 11.70 $ 136,552 B8 JUnderseal 11,671 1 sy 1 $ 6.46 $ 75,395 B11 8"Lime stabilized(8%),12"Compacted Subgrade 11,671 sy 1 $ 18.99 $ 221,634 B13 lConcrete Median 6,565 sf $ 53.96 $ 354,247 D4 ISidewalk 4,377 sy $ 50.00 $ 218,833 Paving Construction Cost Subtotal: $ 1,109,042 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 44,362 V Prep ROW 4% $ 44,362 V Traffic Control Construction Phase Traffic Control 3% $ 33,271 V Pavement Markings/Markers 5% $ 55,452 V Roadway Drainage Standard Internal System 35% $ 388,165 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 55,452 V Sewer Minor Adjustments 5% $ 55,452 V Landscaping(Basic) Sodding and Erosion Control 2% $ 22,181 V Illumination Standard Ilumination System 6% $ 66,543 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 720,877 Paving and Allowance Subtotal: $ 1,829,920 Construction Contingency: 20% $ 365,984 Construction Cost TOTAL: $ 2,196,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,196,000 Bonds: 5% $ 109,800 Engineering/Survey/Testing: 15% $ 329,400 Mobilization 10% $ 219,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 329,400 Project Cost TOTAL:1 $ 3,184,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-L This project consists of the reconstruction of an existing Limits: Aaron Dr to Yorktown Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 1,451 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,691 cy $ 16.91 $ 113,140 B7 1"Type'B'HMAC 12,898 sy $ 11.70 $ 150,904 B8 Underseal 12,898 sy $ 6.46 $ 83,320 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,898 sy $ 18.99 $ 244,929 B13 lConcrete Median 7,255 sf $ 53.96 $ 391,480 D4 ISidewalk 4,837 sy $ 50.00 $ 241,833 Paving Construction Cost Subtotal: $ 1,225,606 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 49,024 V Prep ROW 4% $ 49,024 V Traffic Control Construction Phase Traffic Control 3% $ 36,768 V Pavement Markings/Markers 5% $ 61,280 V Roadway Drainage Standard Internal System 35% $ 428,962 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 61,280 V Sewer Minor Adjustments 5% $ 61,280 V Landscaping(Basic) Sodding and Erosion Control 2% $ 24,512 V Illumination Standard Ilumination System 6% $ 73,536 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 796,644 Paving and Allowance Subtotal: $ 2,022,249 Construction Contingency: 20% $ 404,450 Construction Cost TOTAL: $ 2,427,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,427,000 Bonds: 5% $ 121,350 Engineering/Survey/Testing: 15% $ 364,050 Mobilization 10% $ 242,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 364,050 Project Cost TOTAL:1 $ 3,519,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-N This project consists of the reconstruction of an existing Limits: Weber Rd to Sun Valley Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 1,767 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,148 cy $ 16.91 $ 137,780 B7 1"Type'B'HMAC 15,707 sy $ 11.70 $ 183,768 B8 JUnderseal 15,707 1 sy 1 $ 6.46 $ 101,465 B11 8"Lime stabilized(8%),12"Compacted Subgrade 15,707 sy $ 18.99 $ 298,270 B13 lConcrete Median 8,835 sf $ 53.96 $ 476,737 D4 ISidewalk 5,890 sy $ 50.00 $ 294,500 Paving Construction Cost Subtotal: $ 1,492,519 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 59,771- V Prep ROW 4% $ 59,701 V Traffic Control Construction Phase Traffic Control 3% $ 44,776 V Pavement Markings/Markers 5% $ 74,626 V Roadway Drainage Standard Internal System 35% $ 522,382 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 74,626 V Sewer Minor Adjustments 5% $ 74,626 V Landscaping(Basic) Sodding and Erosion Control 2% $ 29,850 V Illumination Standard Ilumination System 6% $ 89,551 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 970,137 Paving and Allowance Subtotal: $ 2,462,657 Construction Contingency: 20% $ 492,531 Construction Cost TOTAL: $ 2,956,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,956,000 Bonds: 5% $ 147,800 Engineering/Survey/Testing: 15% $ 443,400 Mobilization 10% $ 295,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 443,400 Project Cost TOTAL:1 $ 4,286,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- • Project Number: 12-0 This project consists of the reconstruction of an existing Limits: Sun Valley Dr to Oso Pkwy roadway. Costing Class: Primary Arterial(A3) Length(If): 3,909 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 18,025 cy $ 16.91 $ 304,800 B7 1"Type'B'HMAC 34,747 sy $ 11.70 $ 406,536 B8 JUnderseal 34,747 1 sy 1 $ 6.46 $ 224,463 B11 8"Lime stabilized(8%),12"Compacted Subgrade 34,747 sy 1 $ 18.99 $ 659,839 B13 lConcrete Median 19,545 sf $ 53.96 $ 1,054,648 D4 ISidewalk 13,030 sy $ 50.00 $ 651,500 Paving Construction Cost Subtotal: $ 3,301,787 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 132,071 V Prep ROW 4% $ 132,071 V Traffic Control Construction Phase Traffic Control 3% $ 99,054 V Pavement Markings/Markers 5% $ 165,089 V Roadway Drainage Standard Internal System 35% $ 1,155,625 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 165,089 V Sewer Minor Adjustments 5% $ 165,089 V Landscaping(Basic) Sodding and Erosion Control 2% $ 66,036 V Illumination Standard Ilumination System 6% $ 198,107 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,546,161 Paving and Allowance Subtotal: $ 5,847,948 Construction Contingency: 20% $ 1,169,590 Construction Cost TOTAL: $ 7,018,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 7,018,000 Bonds: 5% $ 350,900 Engineering/Survey/Testing: 15% $ 1,052,700 Mobilization 10% $ 701,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 1,052,700 Project Cost TOTAL:1 $ 10,176,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-P This project consists of the reconstruction of an existing Limits: Oso Pkwy to Everhart Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,390 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 11,021 cy $ 16.91 $ 186,358 B7 1"Type'B'HMAC 21,244 sy $ 11.70 $ 248,560 B8 JUnderseal 21,244 1 sy 1 $ 6.46 $ 137,239 B11 8"Lime stabilized(8%),12"Compacted Subgrade 21,244 sy $ 18.99 $ 403,432 B13 lConcrete Median 11,950 sf $ 53.96 $ 644,822 D4 ISidewalk 7,967 sy $ 50.00 $ 398,333 Paving Construction Cost Subtotal: $ 2,018,744 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 80,750 V Prep ROW 4% $ 80,750 V Traffic Control Construction Phase Traffic Control 3% $ 60,562 V Pavement Markings/Markers 5% $ 100,937 V Roadway Drainage Standard Internal System 35% $ 706,560 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 100,937 V Sewer Minor Adjustments 5% $ 100,937 V Landscaping(Basic) Sodding and Erosion Control 2% $ 40,375 V Illumination Standard Ilumination System 6% $ 121,125 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,312,184 Paving and Allowance Subtotal: $ 3,330,928 Construction Contingency: 20% $ 666,186 Construction Cost TOTAL: $ 3,998,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,998,000 Bonds: 5% $ 199,900 Engineering/Survey/Testing: 15% $ 599,700 Mobilization 10% $ 399,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 599,700 Project Cost TOTAL:1 $ 5,797,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: 11 Project Number: 12-Q This project consists of the reconstruction of an existing Limits: Everhart Rd to Lipes Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,190 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,098 cy $ 16.91 $ 170,763 B7 1"Type'B'HMAC 19,467 sy $ 11.70 $ 227,760 B8 JUnderseal 19,467 1 sy 1 $ 6.46 $ 125,755 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,467 sy $ 18.99 $ 369,672 B13 lConcrete Median 10,950 sf $ 53.96 $ 590,862 D4 ISidewalk 7,300 sy $ 50.00 $ 365,000 Paving Construction Cost Subtotal: $ 1,849,811 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 73,972- V Prep ROW 4% $ 73,992 V Traffic Control Construction Phase Traffic Control 3% $ 55,494 V Pavement Markings/Markers 5% $ 92,491 V Roadway Drainage Standard Internal System 35% $ 647,434 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 92,491 V Sewer Minor Adjustments 5% $ 92,491 V Landscaping(Basic) Sodding and Erosion Control 2% $ 36,996 V Illumination Standard Ilumination System 6% $ 110,989 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,202,377 Paving and Allowance Subtotal: $ 3,052,189 Construction Contingency: 20% $ 610,438 Construction Cost TOTAL: $ 3,663,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,663,000 Bonds: 5% $ 183,150 Engineering/Survey/Testing: 15% $ 549,450 Mobilization 10% $ 366,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 549,450 Project Cost TOTAL:1 $ 5,311,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-R This project consists of the reconstruction of an existing Limits: Lipes Blvd to S Staples St roadway. Costing Class: Primary Arterial(A3) Length(If): 3,115 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 14,364 cy $ 16.91 $ 242,889 B7 1"Type'B'HMAC 27,689 sy $ 11.70 $ 323,960 B8 Underseal 27,689 sy $ 6.46 $ 178,870 B11 8"Lime stabilized(8%),12"Compacted Subgrade 27,689 sy $ 18.99 $ 525,812 B13 lConcrete Median 15,575 sf $ 53.96 $ 840,427 D4 ISidewalk 10,383 sy $ 50.00 $ 519,167 Paving Construction Cost Subtotal: $ 2,631,125 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 105,245 V Prep ROW 4% $ 105,245 V Traffic Control Construction Phase Traffic Control 3% $ 78,934 V Pavement Markings/Markers 5% $ 131,556 V Roadway Drainage Standard Internal System 35% $ 920,894 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 131,556 V Sewer Minor Adjustments 5% $ 131,556 V Landscaping(Basic) Sodding and Erosion Control 2% $ 52,622 V Illumination Standard Ilumination System 6% $ 157,867 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,110,231 Paving and Allowance Subtotal: $ 4,741,356 Construction Contingency: 20% $ 948,271 Construction Cost TOTAL: $ 5,690,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,690,000 Bonds: 5% $ 284,500 Engineering/Survey/Testing: 15% $ 853,500 Mobilization 10% $ 569,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 853,500 Project Cost TOTAL:1 $ 8,251,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-S This project consists of the reconstruction of an existing Limits: S Staples St to Loire Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,397 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 11,053 cy $ 16.91 $ 186,903 B7 1"Type'B'HMAC 21,307 sy $ 11.70 $ 249,288 B8 Underseal 21,307 sy $ 6.46 $ 137,641 B11 8"Lime stabilized(8%),12"Compacted Subgrade 21,307 sy $ 18.99 $ 404,614 B13 lConcrete Median 11,985 sf $ 53.96 $ 646,711 D4 ISidewalk 7,990 sy $ 50.00 $ 399,500 Paving Construction Cost Subtotal: $ 2,024,657 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 80,976- V Prep ROW 4% $ 80,986 V Traffic Control Construction Phase Traffic Control 3% $ 60,740 V Pavement Markings/Markers 5% $ 101,233 V Roadway Drainage Standard Internal System 35% $ 708,630 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 101,233 V Sewer Minor Adjustments 5% $ 101,233 V Landscaping(Basic) Sodding and Erosion Control 2% $ 40,493 V Illumination Standard Ilumination System 6% $ 121,479 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,316,027 Paving and Allowance Subtotal: $ 3,340,684 Construction Contingency: 20% $ 668,137 Construction Cost TOTAL: $ 4,009,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,009,000 Bonds: 5% $ 200,450 Engineering/Survey/Testing: 15% $ 601,350 Mobilization 10% $ 400,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 601,350 Project Cost TOTAL:1 $ 5,813,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-T This project consists of the reconstruction of an existing Limits: Loire Blvd to Cimarron Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,904 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 13,391 cy $ 16.91 $ 226,436 B7 1"Type'B'HMAC 25,813 sy $ 11.70 $ 302,016 B8 JUnderseal 25,813 1 sy 1 $ 6.46 $ 166,754 B11 8"Lime stabilized(8%),12"Compacted Subgrade 25,813 sy $ 18.99 $ 490,195 B13 lConcrete Median 14,520 sf $ 53.96 $ 783,499 D4 ISidewalk 9,680 sy $ 50.00 $ 484,000 Paving Construction Cost Subtotal: $ 2,452,901 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 98,116 V Prep ROW 4% $ 98,116 V Traffic Control Construction Phase Traffic Control 3% $ 73,587 V Pavement Markings/Markers 5% $ 122,645 V Roadway Drainage Standard Internal System 35% $ 858,515 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 122,645 V Sewer Minor Adjustments 5% $ 122,645 V Landscaping(Basic) Sodding and Erosion Control 2% $ 49,058 V Illumination Standard Ilumination System 6% $ 147,174 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,994,385 Paving and Allowance Subtotal: $ 4,447,286 Construction Contingency: 20% $ 889,457 Construction Cost TOTAL: $ 5,337,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,337,000 Bonds: 5% $ 266,850 Engineering/Survey/Testing: 15% $ 800,550 Mobilization 10% $ 533,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 800,550 Project Cost TOTAL:1 $ 7,739,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-U This project consists of the reconstruction of an existing Limits: Woolridge Rd to Congressional Dr roadway. Costing Class: Minor Arterial(Al) Length(If): 1,515 Service Area(s): Southside 2 Description Expansion Project No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,723 cy $ 16.91 $ 96,782 B7 1"Type'B'HMAC 10,942 sy $ 11.70 $ 128,018 B8 JUnderseal 10,942 1 sy 1 $ 6.46 $ 70,683 B11 8"Lime stabilized(8%),12"Compacted Subgrade 10,942 sy $ 18.99 $ 207,782 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 5,050 sy $ 50.00 $ 252,500 Paving Construction Cost Subtotal: $ 755,764 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 30,231 V Prep ROW 4% $ 30,231 V Traffic Control Construction Phase Traffic Control 3% $ 22,673 V Pavement Markings/Markers 5% $ 37,788 V Roadway Drainage Standard Internal System 35% $ 264,518 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 37,788 V Sewer Minor Adjustments 5% $ 37,788 V Landscaping(Basic) Sodding and Erosion Control 2% $ 15,115 V Illumination Standard Ilumination System 6% $ 45,346 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 491,247 Paving and Allowance Subtotal: $ 1,247,011 Construction Contingency: 20% $ 249,402 Construction Cost TOTAL: $ 1,497,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,497,000 Bonds: 5% $ 74,850 Engineering/Survey/Testing: 15% $ 224,550 Mobilization 10% $ 149,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 224,550 Project Cost TOTAL:1 $ 2,171,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-V This project consists of the reconstruction of an existing Limits: Congressional Dr to Saratoga Blvd roadway. Costing Class: Minor Arterial(Al) Length(If): 1,863 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,038 cy $ 16.91 $ 119,013 B7 1"Type'B'HMAC 13,455 sy $ 11.70 $ 157,424 B8 JUnderseal 13,455 1 sy 1 $ 6.46 $ 86,919 B11 8"Lime stabilized(8%),12"Compacted Subgrade 13,455 sy $ 18.99 $ 255,510 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 6,210 sy $ 50.00 $ 310,500 Paving Construction Cost Subtotal: $ 929,366 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 37,175 V Prep ROW 4% $ 37,175 V Traffic Control Construction Phase Traffic Control 3% $ 27,881 V Pavement Markings/Markers 5% $ 46,468 V Roadway Drainage Standard Internal System 35% $ 325,278 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 46,468 V Sewer Minor Adjustments 5% $ 46,468 V Landscaping(Basic) Sodding and Erosion Control 2% $ 18,587 V Illumination Standard Ilumination System 6% $ 55,762 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 604,088 Paving and Allowance Subtotal: $ 1,533,454 Construction Contingency: 20% $ 306,691 Construction Cost TOTAL: $ 1,841,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,841,000 Bonds: 5% $ 92,050 Engineering/Survey/Testing: 15% $ 276,150 Mobilization 10% $ 184,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 276,150 Project Cost TOTAL:1 $ 2,669,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-AC This project consists of the reconstruction of an existing Limits: Saratoga Blvd to Timbergate Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 2,662 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,275 cy $ 16.91 $ 207,566 B7 1"Type'B'HMAC 23,662 sy $ 11.70 $ 276,848 B8 Underseal 23,662 sy $ 6.46 $ 152,858 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,662 sy $ 18.99 $ 449,346 B13 lConcrete Median 13,310 sf $ 53.96 $ 718,208 D4 ISidewalk 8,873 sy $ 50.00 $ 443,667 Paving Construction Cost Subtotal: $ 2,248,492 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 89,940 V Prep ROW 4% $ 89,940 V Traffic Control Construction Phase Traffic Control 3% $ 67,455 V Pavement Markings/Markers 5% $ 112,425 V Roadway Drainage Standard Internal System 35% $ 786,972 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 112,425 V Sewer Minor Adjustments 5% $ 112,425 V Landscaping(Basic) Sodding and Erosion Control 2% $ 44,970 V Illumination Standard Ilumination System 6% $ 134,910 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,861,520 Paving and Allowance Subtotal: $ 4,110,012 Construction Contingency: 20% $ 822,002 Construction Cost TOTAL: $ 4,933,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,933,000 Bonds: 5% $ 246,650 Engineering/Survey/Testing: 15% $ 739,950 Mobilization 10% $ 493,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 739,950 Project Cost TOTAL:1 $ 7,153,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-AD This project consists of the reconstruction of an existing Limits: Timbergate Dr to Lipes Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,644 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,192 cy $ 16.91 $ 206,163 B7 1"Type'B'HMAC 23,502 sy $ 11.70 $ 274,976 B8 JUnderseal 23,502 1 sy 1 $ 6.46 $ 151,824 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,502 sy $ 18.99 $ 446,307 B13 lConcrete Median 13,220 sf $ 53.96 $ 713,351 D4 ISidewalk 8,813 sy $ 50.00 $ 440,667 Paving Construction Cost Subtotal: $ 2,233,288 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 89,332 V Prep ROW 4% $ 89,332 V Traffic Control Construction Phase Traffic Control 3% $ 66,999 V Pavement Markings/Markers 5% $ 111,664 V Roadway Drainage Standard Internal System 35% $ 781,651 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 111,664 V Sewer Minor Adjustments 5% $ 111,664 V Landscaping(Basic) Sodding and Erosion Control 2% $ 44,666 V Illumination Standard Ilumination System 6% $ 133,997 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,851,637 Paving and Allowance Subtotal: $ 4,084,926 Construction Contingency: 20% $ 816,985 Construction Cost TOTAL: $ 4,902,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,902,000 Bonds: 5% $ 245,100 Engineering/Survey/Testing: 15% $ 735,300 Mobilization 10% $ 490,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 735,300 Project Cost TOTAL:1 $ 7,108,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-AE This project consists of the reconstruction of an existing Limits: Lipes Blvd to Yorktown Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,644 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,192 cy $ 16.91 $ 206,163 B7 1"Type'B'HMAC 23,502 sy $ 11.70 $ 274,976 B8 JUnderseal 23,502 1 sy 1 $ 6.46 $ 151,824 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,502 sy $ 18.99 $ 446,307 B13 lConcrete Median 13,220 sf $ 53.96 $ 713,351 D4 ISidewalk 8,813 sy $ 50.00 $ 440,667 Paving Construction Cost Subtotal: $ 2,233,288 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 89,332 V Prep ROW 4% $ 89,332 V Traffic Control Construction Phase Traffic Control 3% $ 66,999 V Pavement Markings/Markers 5% $ 111,664 V Roadway Drainage Standard Internal System 35% $ 781,651 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 111,664 V Sewer Minor Adjustments 5% $ 111,664 V Landscaping(Basic) Sodding and Erosion Control 2% $ 44,666 V Illumination Standard Ilumination System 6% $ 133,997 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,851,637 Paving and Allowance Subtotal: $ 4,084,926 Construction Contingency: 20% $ 816,985 Construction Cost TOTAL: $ 4,902,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,902,000 Bonds: 5% $ 245,100 Engineering/Survey/Testing: 15% $ 735,300 Mobilization 10% $ 490,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 735,300 Project Cost TOTAL:1 $ 7,108,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-AF This project consists of the reconstruction of an existing Limits: S Staples St to Gingerberry Dr roadway. Costing Class: Primary Collector(0) Length(If): 1,437 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,311 cy $ 16.91 $ 72,899 B7 1"Type'B'HMAC 8,143 sy $ 11.70 $ 95,273 B8 JUnderseal 8,143 1 sy 1 $ 6.46 $ 52,604 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,143 sy $ 18.99 $ 154,636 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 4,790 sy $ 50.00 $ 239,500 Paving Construction Cost Subtotal: $ 614,911 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 24,596 V Prep ROW 4% $ 24,596 V Traffic Control Construction Phase Traffic Control 3% $ 18,447 V Pavement Markings/Markers 5% $ 30,746 V Roadway Drainage Standard Internal System 35% $ 215,219 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 30,746 V Sewer Minor Adjustments 5% $ 30,746 V Landscaping(Basic) Sodding and Erosion Control 2% $ 12,298 V Illumination Standard Ilumination System 6% $ 36,895 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 399,692 Paving and Allowance Subtotal: $ 1,014,604 Construction Contingency: 20% $ 202,921 Construction Cost TOTAL: $ 1,218,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,218,000 Bonds: 5% $ 60,900 Engineering/Survey/Testing: 15% $ 182,700 Mobilization 10% $ 121,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 182,700 Project Cost TOTAL:1 $ 1,766,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-AG This project consists of the reconstruction of an existing Limits: Gingerberry Dr to Spanish Wood Dr roadway. Costing Class: Primary Collector(0) Length(If): 627 Service Area(s): Southside 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 1,881 cy $ 16.91 $ 31,808 B7 1"Type'B'HMAC 3,553 sy $ 11.70 $ 41,570 B8 JUnderseal 3,553 1 sy 1 $ 6.46 $ 22,952 B11 8"Lime stabilized(8%),12"Compacted Subgrade 3,553 sy $ 18.99 $ 67,471 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 2,090 sy $ 50.00 $ 104,500 Paving Construction Cost Subtotal: $ 268,302 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 10,732 V Prep ROW 4% $ 10,732 V Traffic Control Construction Phase Traffic Control 3% $ 8,049 V Pavement Markings/Markers 5% $ 13,415 V Roadway Drainage Standard Internal System 35% $ 93,906 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 13,415 V Sewer Minor Adjustments 5% $ 13,415 V Landscaping(Basic) Sodding and Erosion Control 2% $ 5,366 V Illumination Standard Ilumination System 6% $ 16,098 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 174,396 Paving and Allowance Subtotal: $ 442,698 Construction Contingency: Q070 $ 88,540 Construction Cost TOT $ 532,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 532,000 Bonds: 5% $ 26,600 Engineering/Survey/Testing: 15% $ 79,800 Mobilization 10% $ 53,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 79,800 Project Cost TOTAL:1 $ 771,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-AH This project consists of the reconstruction of an existing Limits: Spanish Wood Dr to Brockhampton St roadway. Costing Class: Primary Collector(0) Length(If): 1,918 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 5,754 cy $ 16.91 $ 97,300 B7 1"Type'B'HMAC 10,869 sy $ 11.70 $ 127,163 B8 JUnderseal 10,869 1 sy 1 $ 6.46 $ 70,212 B11 8"Lime stabilized(8%),12"Compacted Subgrade 10,869 sy 1 $ 18.99 $ 206,396 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 6,393 sy $ 50.00 $ 319,667 Paving Construction Cost Subtotal: $ 820,738 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 32,830 V Prep ROW 4% $ 32,830 V Traffic Control Construction Phase Traffic Control 3% $ 24,622 V Pavement Markings/Markers 5% $ 41,037 V Roadway Drainage Standard Internal System 35% $ 287,258 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 41,037 V Sewer Minor Adjustments 5% $ 41,037 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,415 V Illumination Standard Ilumination System 6% $ 49,244 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 533,480 Paving and Allowance Subtotal: $ 1,354,217 Construction Contingency: 20% $ 270,843 Construction Cost TOTAL: $ 1,626,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,626,000 Bonds: 5% $ 81,300 Engineering/Survey/Testing: 15% $ 243,900 Mobilization 10% $ 162,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 243,900 Project Cost TOTAL:1 $ 2,358,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 12-AI This project consists of the reconstruction of an existing Limits: Brockhampton St to Cimarron Blvd roadway. Costing Class: Primary Collector(0) Length(If): 1,359 Service Area(s): Southside 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 4,077 cy $ 16.91 $ 68,942 B7 1"Type'B'HMAC 7,701 sy $ 11.70 $ 90,102 B8 JUnderseal 7,701 1 sy 1 $ 6.46 $ 49,748 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,701 sy 1 $ 18.99 $ 146,242 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 4,530 sy $ 50.00 $ 226,500 Paving Construction Cost Subtotal: $ 581,534 Major Construction Component Allowances: %1111 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 23,261 V Prep ROW 4% $ 23,261 V Traffic Control Construction Phase Traffic Control 3% $ 17,446 V Pavement Markings/Markers 5% $ 29,077 V Roadway Drainage Standard Internal System 35% $ 203,537 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 29,077 V Sewer Minor Adjustments 5% $ 29,077 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,631 V Illumination Standard Ilumination System 6% $ 34,892 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 377,997 Paving and Allowance Subtotal: $ 959,531 Construction Contingency: 20% $ 191,906 Construction Cost TOTAL: $ 1,152,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,152,000 Bonds: 5% $ 57,600 Engineering/Survey/Testing: 15% $ 172,800 Mobilization 10% $ 115,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 172,800 Project Cost TOTAL:1 $ 1,670,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 12-AJ Project Number: 12-AJ This project consists of the construction of a completely new Limits: Commonwealth Dr toTimbergate Dr roadway. Costing Class: Collector(Cl) Length(If): 922 Service Area(s): Southside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,254 cy $ 16.91 $ 38,111 B6 1"Type'D'HMAC 4,200 sy $ 13.78 $ 57,879 B8 IUnderseal I 4,200 I sy I $ 6.46 I $ 27,133 B1212"Compacted Subgrade 4,405 sy $ 5.65 $ 24,889 B13.X No Median 0 sf $ $ D4 (Sidewalk I 3,073 sy $ 50.00 $ 153,667 Paving Construction Cost Subtotal: $ 301,679 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 12,067 V Prep ROW 4% $ 12,067 V Traffic Control Construction Phase Traffic Control 3% $ 9,050 V Pavement Markings/Markers 5% $ 15,084 V Roadway Drainage Standard Internal System 35% $ 105,588 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 15,084 V Sewer Minor Adjustments 5% $ 15,084 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,034 V Illumination Standard Ilumination System 6% $ 18,101 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 196,092 Paving and Allowance Subtotal: $ 497,771 Construction Contingency: 20% $ 99,554 Construction Cost TOTAL: $ 598,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 598,000 Bonds: 5% $ 29,900 Engineering/Survey/Testing: 15% $ 89,700 Mobilization 10% $ 59,800 ROW/Easement Acquisition: IFALSE 1 15% $ 89,700 Project Cost TOTAL: $ 867,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- "�,�, Description: Project No. 12-AK Project Number: 12-AK This project consists of the construction of a completely new Limits: Saratoga Blvd to Dunbarton Oak Dr roadway. Costing Class: Collector(Cl) Length(If): 1,005 Service Area(s): Southside 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,457 cy $ 16.91 $ 41,542 B6 1"Type'D'HMAC 4,578 sy $ 13.78 $ 63,089 B8 IUnderseal I 4,578 I sy I $ 6.46 I $ 29,576 B1212"Compacted Subgrade 4,802 sy $ 5.65 $ 27,129 B13.X No Median 0 sf $ $ D4 (Sidewalk I 3,350 sy $ 50.00 $ 167,500 Paving Construction Cost Subtotal: $ 328,837 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 13,153 V Prep ROW 4% $ 13,153 V Traffic Control Construction Phase Traffic Control 3% $ 9,865 V Pavement Markings/Markers 5% $ 16,442 V Roadway Drainage Standard Internal System 35% $ 115,093 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 16,442 V Sewer Minor Adjustments 5% $ 16,442 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,577 V Illumination Standard Ilumination System 6% $ 19,730 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 213,744 Paving and Allowance Subtotal: $ 542,581 Construction Contingency: 20% $ 108,516 Construction Cost TOTAL: $ 652,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 652,000 Bonds: 5% $ 32,600 Engineering/Survey/Testing: 15% $ 97,800 Mobilization 10% $ 65,200 ROW/Easement Acquisition: IFALSE 1 15% $ 97,800 Project Cost TOTAL: $ 945,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 13-A This project consists of the reconstruction of an existing Limits: Weber Rd to Sun Valley Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 1,742 Service Area(s): Southside 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,034 cy $ 16.91 $ 135,862 B7 1"Type'B'HMAC 15,488 sy $ 11.70 $ 181,210 B8 JUnderseal 15,488 1 sy 1 $ 6.46 $ 100,052 B11 8"Lime stabilized(8%),12"Compacted Subgrade 15,488 sy $ 18.99 $ 294,117 B13 lConcrete Median 8,712 sf $ 53.96 $ 470,100 D4 ISidewalk 5,808 sy $ 50.00 $ 290,400 Paving Construction Cost Subtotal: $ 1,471,740 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 58,870 V Prep ROW 4% $ 58,870 V Traffic Control Construction Phase Traffic Control 3% $ 44,152 V Pavement Markings/Markers 5% $ 73,587 V Roadway Drainage Standard Internal System 35% $ 515,109 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 73,587 V Sewer Minor Adjustments 5% $ 73,587 V Landscaping(Basic) Sodding and Erosion Control 2% $ 29,435 V Illumination Standard Ilumination System 6% $ 88,304 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 956,631 Paving and Allowance Subtotal: $ 2,428,372 Construction Contingency: 20% $ 485,674 Construction Cost TOTAL: $ 2,915,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,915,000 Bonds: 5% $ 145,750 Engineering/Survey/Testing: 15% $ 437,250 Mobilization 10% $ 291,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 437,250 Project Cost TOTAL:1 $ 4,227,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 13-B This project consists of the reconstruction of an existing Limits: Sun Valley Dr to Oso Pkwy roadway. Costing Class: Primary Arterial(A3) Length(If): 3,907 Service Area(s): Southside 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 18,017 cy $ 16.91 $ 304,660 B7 1"Type'B'HMAC 34,731 sy $ 11.70 $ 406,349 B8 JUnderseal 34,731 1 sy 1 $ 6.46 $ 224,360 B11 8"Lime stabilized(8%),12"Compacted Subgrade 34,731 sy $ 18.99 $ 659,535 B13 lConcrete Median 19,536 sf $ 53.96 $ 1,054,163 D4 ISidewalk 13,024 sy $ 50.00 $ 651,200 Paving Construction Cost Subtotal: $ 3,300,266 Major Construction Component Allowances: - Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 132,011 V Prep ROW 4% $ 132,011 V Traffic Control Construction Phase Traffic Control 3% $ 99,008 V Pavement Markings/Markers 5% $ 165,013 V Roadway Drainage Standard Internal System 35% $ 1,155,093 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 165,013 V Sewer Minor Adjustments 5% $ 165,013 V Landscaping(Basic) Sodding and Erosion Control 2% $ 66,005 V Illumination Standard Ilumination System 6% $ 198,016 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,545,173 Paving and Allowance Subtotal: $ 5,845,440 Construction Contingency: 20% $ 1,169,088 Construction Cost TOTAL: $ 7,015,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 7,015,000 Bonds: 5% $ 350,750 Engineering/Survey/Testing: 15% $ 1,052,250 Mobilization 10% $ 701,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 1,052,250 Project Cost TOTAL:1 $ 10,172,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 13-C This project consists of the reconstruction of an existing Limits: Oso Pkwy to Everhart Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,376 Service Area(s): Southside 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,956 cy $ 16.91 $ 185,266 B7 1"Type'B'HMAC 21,120 sy $ 11.70 $ 247,104 B8 JUnderseal 21,120 1 sy 1 $ 6.46 $ 136,435 B11 8"Lime stabilized(8%),12"Compacted Subgrade 21,120 sy $ 18.99 $ 401,069 B13 lConcrete Median 11,880 sf $ 53.96 $ 641,045 D4 ISidewalk 7,920 sy $ 50.00 $ 396,000 Paving Construction Cost Subtotal: $ 2,006,919 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 80,277 V Prep ROW 4% $ 80,277 V Traffic Control Construction Phase Traffic Control 3% $ 60,208 V Pavement Markings/Markers 5% $ 100,346 V Roadway Drainage Standard Internal System 35% $ 702,422 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 100,346 V Sewer Minor Adjustments 5% $ 100,346 V Landscaping(Basic) Sodding and Erosion Control 2% $ 40,138 V Illumination Standard Ilumination System 6% $ 120,415 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,304,497 Paving and Allowance Subtotal: $ 3,311,416 Construction Contingency: 20% $ 662,283 Construction Cost TOTAL: $ 3,974,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,974,000 Bonds: 5% $ 198,700 Engineering/Survey/Testing: 15% $ 596,100 Mobilization 10% $ 397,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 596,100 Project Cost TOTAL:1 $ 5,762,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 13-D This project consists of the reconstruction of an existing Limits: Everhart Rd to Lipes Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,165 Service Area(s): Southside 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,982 cy $ 16.91 $ 168,798 B7 1"Type'B'HMAC 19,243 sy $ 11.70 $ 225,139 B8 JUnderseal 19,243 1 sy 1 $ 6.46 $ 124,308 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,243 sy $ 18.99 $ 365,418 B13 lConcrete Median 10,824 sf $ 53.96 $ 584,063 D4 ISidewalk 7,216 sy $ 50.00 $ 360,800 Paving Construction Cost Subtotal: $ 1,828,526 Major Construction Component Allowances: %1111 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 73,141 V Prep ROW 4% $ 73,141 V Traffic Control Construction Phase Traffic Control 3% $ 54,856 V Pavement Markings/Markers 5% $ 91,426 V Roadway Drainage Standard Internal System 35% $ 639,984 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 91,426 V Sewer Minor Adjustments 5% $ 91,426 V Landscaping(Basic) Sodding and Erosion Control 2% $ 36,571 V Illumination Standard Ilumination System 6% $ 109,712 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,188,542 Paving and Allowance Subtotal: $ 3,017,068 Construction Contingency: 20% $ 603,414 Construction Cost TOTAL: $ 3,621,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,621,000 Bonds: 5% $ 181,050 Engineering/Survey/Testing: 15% $ 543,150 Mobilization 10% $ 362,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 543,150 Project Cost TOTAL:1 $ 5,250,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 13-E This project consists of the reconstruction of an existing Limits: Lipes Blvd to S Staples St roadway. Costing Class: Primary Arterial(A3) Length(If): 3,115 Service Area(s): Southside 4 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 14,365 cy $ 16.91 $ 242,904 B7 1"Type'B'HMAC 27,691 sy $ 11.70 $ 323,981 B8 Underseal 27,691 sy $ 6.46 $ 178,882 B11 8"Lime stabilized(8%),12"Compacted Subgrade 27,691 sy $ 18.99 $ 525,846 B13 lConcrete Median 15,576 sf $ 53.96 $ 840,481 D4 ISidewalk 10,384 sy $ 50.00 $ 519,200 Paving Construction Cost Subtotal: $ 2,631,293 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 105,252 V Prep ROW 4% $ 105,252 V Traffic Control Construction Phase Traffic Control 3% $ 78,939 V Pavement Markings/Markers 5% $ 131,565 V Roadway Drainage Standard Internal System 35% $ 920,953 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 131,565 V Sewer Minor Adjustments 5% $ 131,565 V Landscaping(Basic) Sodding and Erosion Control 2% $ 52,626 V Illumination Standard Ilumination System 6% $ 157,878 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,110,341 Paving and Allowance Subtotal: $ 4,741,634 Construction Contingency: 20% $ 948,327 Construction Cost TOTAL: $ 5,690,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,690,000 Bonds: 5% $ 284,500 Engineering/Survey/Testing: 15% $ 853,500 Mobilization 10% $ 569,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 853,500 Project Cost TOTAL:1 $ 8,251,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 13-G This project consists of the reconstruction of an existing Limits: S Staples St to Loire Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,376 Service Area(s): Southside 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,956 cy $ 16.91 $ 185,266 B7 1"Type'B'HMAC 21,120 sy $ 11.70 $ 247,104 B8 JUnderseal 21,120 1 sy 1 $ 6.46 $ 136,435 B11 8"Lime stabilized(8%),12"Compacted Subgrade 21,120 sy $ 18.99 $ 401,069 B13 lConcrete Median 11,880 sf $ 53.96 $ 641,045 D4 ISidewalk 7,920 sy $ 50.00 $ 396,000 Paving Construction Cost Subtotal: $ 2,006,919 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 80,277 V Prep ROW 4% $ 80,277 V Traffic Control Construction Phase Traffic Control 3% $ 60,208 V Pavement Markings/Markers 5% $ 100,346 V Roadway Drainage Standard Internal System 35% $ 702,422 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 100,346 V Sewer Minor Adjustments 5% $ 100,346 V Landscaping(Basic) Sodding and Erosion Control 2% $ 40,138 V Illumination Standard Ilumination System 6% $ 120,415 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,304,497 Paving and Allowance Subtotal: $ 3,311,416 Construction Contingency: 20% $ 662,283 Construction Cost TOTAL: $ 3,974,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,974,000 Bonds: 5% $ 198,700 Engineering/Survey/Testing: 15% $ 596,100 Mobilization 10% $ 397,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 596,100 Project Cost TOTAL:1 $ 5,762,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 13-H This project consists of the reconstruction of an existing Limits: Loire Blvd to Cimarron Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,904 Service Area(s): Southside 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 13,391 cy $ 16.91 $ 226,436 B7 1"Type'B'HMAC 25,813 sy $ 11.70 $ 302,016 B8 JUnderseal 25,813 1 sy 1 $ 6.46 $ 166,754 B11 8"Lime stabilized(8%),12"Compacted Subgrade 25,813 sy $ 18.99 $ 490,195 B13 lConcrete Median 14,520 sf $ 53.96 $ 783,499 D4 ISidewalk 9,680 sy $ 50.00 $ 484,000 Paving Construction Cost Subtotal: $ 2,452,901 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 98,116 V Prep ROW 4% $ 98,116 V Traffic Control Construction Phase Traffic Control 3% $ 73,587 V Pavement Markings/Markers 5% $ 122,645 V Roadway Drainage Standard Internal System 35% $ 858,515 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 122,645 V Sewer Minor Adjustments 5% $ 122,645 V Landscaping(Basic) Sodding and Erosion Control 2% $ 49,058 V Illumination Standard Ilumination System 6% $ 147,174 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,994,385 Paving and Allowance Subtotal: $ 4,447,286 Construction Contingency: 20% $ 889,457 Construction Cost TOTAL: $ 5,337,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,337,000 Bonds: 5% $ 266,850 Engineering/Survey/Testing: 15% $ 800,550 Mobilization 10% $ 533,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 800,550 Project Cost TOTAL:1 $ 7,739,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 13-1 This project consists of the reconstruction of an existing Limits: Cimarron Blvd to 309'W of W Logan Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 3,168 Service Area(s): Southside 4 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 14,608 cy $ 16.91 $ 247,021 B7 1"Type'B'HMAC 28,160 sy $ 11.70 $ 329,472 B8 Underseal 28,160 sy $ 6.46 $ 181,914 B11 8"Lime stabilized(8%),12"Compacted Subgrade 28,160 sy $ 18.99 $ 534,758 B13 lConcrete Median 15,840 sf $ 53.96 $ 854,726 D4 ISidewalk 10,560 sy $ 50.00 $ 528,000 Paving Construction Cost Subtotal: $ 2,675,892 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 107,036 V Prep ROW 4% $ 107,036 V Traffic Control Construction Phase Traffic Control 3% $ 80,277 V Pavement Markings/Markers 5% $ 133,795 V Roadway Drainage Standard Internal System 35% $ 936,562 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 133,795 V Sewer Minor Adjustments 5% $ 133,795 V Landscaping(Basic) Sodding and Erosion Control 2% $ 53,518 V Illumination Standard Ilumination System 6% $ 160,554 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,139,330 Paving and Allowance Subtotal: $ 4,815,221 Construction Contingency: 20% $ 963,044 Construction Cost TOTAL: $ 5,779,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,779,000 Bonds: 5% $ 288,950 Engineering/Survey/Testing: 15% $ 866,850 Mobilization 10% $ 577,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 866,850 Project Cost TOTAL:1 $ 8,380,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 13-J This project consists of the reconstruction of an existing Limits: 309'W of Logan Dr to Rodd Field Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,059 Service Area(s): Southside 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,495 cy $ 16.91 $ 160,564 B7 1"Type'B'HMAC 18,304 sy $ 11.70 $ 214,157 B8 JUnderseal 18,304 1 sy 1 $ 6.46 $ 118,244 B11 8"Lime stabilized(8%),12"Compacted Subgrade 18,304 sy $ 18.99 $ 347,593 B13 lConcrete Median 10,296 sf $ 53.96 $ 555,572 D4 ISidewalk 6,864 sy $ 50.00 $ 343,200 Paving Construction Cost Subtotal: $ 1,739,330 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 69,573 V Prep ROW 4% $ 69,573 V Traffic Control Construction Phase Traffic Control 3% $ 52,180 V Pavement Markings/Markers 5% $ 86,966 V Roadway Drainage Standard Internal System 35% $ 608,765 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 86,966 V Sewer Minor Adjustments 5% $ 86,966 V Landscaping(Basic) Sodding and Erosion Control 2% $ 34,787 V Illumination Standard Ilumination System 6% $ 104,360 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,130,564 Paving and Allowance Subtotal: $ 2,869,894 Construction Contingency: 20% $ 573,979 Construction Cost TOTAL: $ 3,4441 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,444,000 Bonds: 5% $ 172,200 Engineering/Survey/Testing: 15% $ 516,600 Mobilization 10% $ 344,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 516,600 Project Cost TOTAL:1 $ 4,994,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 13-K This project consists of the reconstruction of an existing Limits: Rodd Field Rd to Freds Folly Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 2,482 Service Area(s): Southside 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 11,443 cy $ 16.91 $ 193,500 B7 1"Type'B'HMAC 22,059 sy $ 11.70 $ 258,086 B8 JUnderseal 22,059 1 sy 1 $ 6.46 $ 142,499 B11 8"Lime stabilized(8%),12"Compacted Subgrade 22,059 sy $ 18.99 $ 418,894 B13 lConcrete Median 12,408 sf $ 53.96 $ 669,536 D4 ISidewalk 8,272 sy $ 50.00 $ 413,600 Paving Construction Cost Subtotal: $ 2,096,115 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 83,845 V Prep ROW 4% $ 83,845 V Traffic Control Construction Phase Traffic Control 3% $ 62,883 V Pavement Markings/Markers 5% $ 104,806 V Roadway Drainage Standard Internal System 35% $ 733,640 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 104,806 V Sewer Minor Adjustments 5% $ 104,806 V Landscaping(Basic) Sodding and Erosion Control 2% $ 41,922 V Illumination Standard Ilumination System 6% $ 125,767 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,362,475 Paving and Allowance Subtotal: $ 3,458,590 Construction Contingency: 20% $ 691,718 Construction Cost TOTAL: $ 4,151,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,151,000 Bonds: 5% $ 207,550 Engineering/Survey/Testing: 15% $ 622,650 Mobilization 10% $ 415,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 622,650 Project Cost TOTAL:1 $ 6,019,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON � EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 13-L This project consists of the reconstruction of an existing Limits: Freds Folly Dr to 1274'E of Starry Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 4,066 Service Area(s): Southside 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 18,747 cy $ 16.91 $ 317,011 B7 1"Type'B'HMAC 36,139 sy $ 11.70 $ 422,822 B8 JUnderseal 36,139 1 sy 1 $ 6.46 $ 233,456 B11 8"Lime stabilized(8%),12"Compacted Subgrade 36,139 sy $ 18.99 $ 686,273 B13 lConcrete Median 20,328 sf $ 53.96 $ 1,096,899 D4 ISidewalk 13,552 sy $ 50.00 $ 677,600 Paving Construction Cost Subtotal: $ 3,434,061 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 137,362 V Prep ROW 4% $ 137,362 V Traffic Control Construction Phase Traffic Control 3% $ 103,022 V Pavement Markings/Markers 5% $ 171,703 V Roadway Drainage Standard Internal System 35% $ 1,201,921 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 171,703 V Sewer Minor Adjustments 5% $ 171,703 V Landscaping(Basic) Sodding and Erosion Control 2% $ 68,681 V Illumination Standard Ilumination System 6% $ 206,044 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,632,140 Paving and Allowance Subtotal: $ 6,066,201 Construction Contingency: 20% $ 1,213,240 Construction Cost TOTAL: $ 7,280,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 7,280,000 Bonds: 5% $ 364,000 Engineering/Survey/Testing: 15% $ 1,092,000 Mobilization 10% $ 728,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 1,092,000 Project Cost TOTAL:1 $ 10,556,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 13-M This project consists of the reconstruction of an existing Limits: 1274'E of Starry Rd to Cayo del Oso(Water Feature) roadway. Costing Class: Primary Arterial(A3) Length(If): 1,901 Service Area(s): Southside 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,765 cy $ 16.91 $ 148,213 B7 1"Type'B'HMAC 16,896 sy $ 11.70 $ 197,683 B8 JUnderseal 16,896 1 sy 1 $ 6.46 $ 109,148 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,896 sy $ 18.99 $ 320,855 B13 lConcrete Median 9,504 sf $ 53.96 $ 512,836 D4 ISidewalk 6,336 sy $ 50.00 $ 316,800 Paving Construction Cost Subtotal: $ 1,605,535 Major Construction Component Allowances: %1111 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 64,271— V Prep ROW 4% $ 64,221 V Traffic Control Construction Phase Traffic Control 3% $ 48,166 V Pavement Markings/Markers 5% $ 80,277 V Roadway Drainage Standard Internal System 35% $ 561,937 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 80,277 V Sewer Minor Adjustments 5% $ 80,277 V Landscaping(Basic) Sodding and Erosion Control 2% $ 32,111 V Illumination Standard Ilumination System 6% $ 96,332 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,043,598 Paving and Allowance Subtotal: $ 2,649,133 Construction Contingency: 20% $ 529,827 Construction Cost TOTAL: $ 3,179,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,179,000 Bonds: 5% $ 158,950 Engineering/Survey/Testing: 15% $ 476,850 Mobilization 10% $ 317,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 476,850 Project Cost TOTAL:1 $ 4,610,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: 11 Project Number: 13-Q This project consists of the reconstruction of an existing Limits: Oso Pkwy to 185'E of S Oso Pkwy roadway. Costing Class: Primary Arterial(A3) Length(If): 3,725 Service Area(s): Southside 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 17,176 cy $ 16.91 $ 290,453 B7 1"Type'B'HMAC 33,111 sy $ 11.70 $ 387,400 B8 JUnderseal 33,111 1 sy 1 $ 6.46 $ 213,898 B11 8"Lime stabilized(8%),12"Compacted Subgrade 33,111 sy $ 18.99 $ 628,780 B13 lConcrete Median 18,625 sf $ 53.96 $ 1,005,005 D4 ISidewalk 12,417 sy $ 50.00 $ 620,833 Paving Construction Cost Subtotal: $ 3,146,369 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 125,855 V Prep ROW 4% $ 125,855 V Traffic Control Construction Phase Traffic Control 3% $ 94,391 V Pavement Markings/Markers 5% $ 157,318 V Roadway Drainage Standard Internal System 35% $ 1,101,229 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 157,318 V Sewer Minor Adjustments 5% $ 157,318 V Landscaping(Basic) Sodding and Erosion Control 2% $ 62,927 V Illumination Standard Ilumination System 6% $ 188,782 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,445,140 Paving and Allowance Subtotal: $ 5,591,509 Construction Contingency: 20% $ 1,118,302 Construction Cost TOTAL: $ 6,710,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 6,710,000 Bonds: 5% $ 335,500 Engineering/Survey/Testing: 15% $ 1,006,500 Mobilization 10% $ 671,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 1,006,500 Project Cost TOTAL:1 $ 9,730,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 13-W Project Number: 13-W This project consists of the construction of a completely new Limits: Safety Steel Dr to Rodd Field Road roadway. Costing Class: Collector(Cl) Length(If): 1,056 Service Area(s): Southside 4 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,581 cy $ 16.91 $ 43,650 B6 1"Type'D'HMAC 4,811 sy $ 13.78 $ 66,291 B8 IUnderseal I 4,811 I sy I $ 6.46 I $ 31,077 B1212"Compacted Subgrade 5,045 sy $ 5.65 $ 28,506 B13.X No Median 0 sf $ $ D4 (Sidewalk I 3,520 sy $ 50.00 $ 176,000 Paving Construction Cost Subtotal: $ 345,524 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 13,821 V Prep ROW 4% $ 13,821 V Traffic Control Construction Phase Traffic Control 3% $ 10,366 V Pavement Markings/Markers 5% $ 17,276 V Roadway Drainage Standard Internal System 35% $ 120,934 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 17,276 V Sewer Minor Adjustments 5% $ 17,276 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,910 V Illumination Standard Ilumination System 6% $ 20,731 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 224,591 Paving and Allowance Subtotal: $ 570,115 Construction Contingency: 20% $ 114,023 Construction Cost TOTAL: $ 685,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 685,000 Bonds: 5% $ 34,250 Engineering/Survey/Testing: 15% $ 102,750 Mobilization 10% $ 68,500 ROW/Easement Acquisition: IFALSE 1 15% $ 102,750 Project Cost TOTAL: $ 993,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- '"—k� Description: Project No. 13-AB Project Number: 13-AB This project consists of the construction of a completely new Limits: PR E-W Segment to Oso Pkwy roadway. Costing Class: Primary Arterial(A3) Length(If): 2,218 Service Area(s): Southside 4 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 10,226 cy $ 16.91 $ 172,915 B7 1"Type'B'HMAC 19,712 sy $ 11.70 $ 230,630 B8 IUnderseal I 19,712 I sy I $ 6.46 I $ 127,340 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,712 sy $ 18.99 $ 374,331 B13 lConcrete Median 11,088 sf $ 53.96 $ 598,308 D4 ISidewalk I 7,392 sy $ 50.00 $ 369,600 I I I I Paving Construction Cost Subtotal: $ 1,873,124 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 74,925 V Prep ROW 4% $ 74,925 V Traffic Control Construction Phase Traffic Control 3% $ 56,194 V Pavement Markings/Markers 5% $ 93,656 V Roadway Drainage Standard Internal System 35% $ 655,593 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 93,656 V Sewer Minor Adjustments 5% $ 93,656 V Landscaping(Basic) Sodding and Erosion Control 2% $ 37,462 V Illumination Standard Ilumination System 6% $ 112,387 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,217,531 Paving and Allowance Subtotal: $ 3,090,655 Construction Contingency: 20% $ 618,131 Construction Cost TOTAL: $ 3,709,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,709,000 Bonds: 5% $ 185,450 Engineering/Survey/Testing: 15% $ 556,350 Mobilization 10% $ 370,900 ROW/Easement Acquisition: IFALSE 1 15% $ 556,350 Project Cost TOTAL: $ 5,378,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Information: Description: Project No. 13-AC Project Number: 13-AC This project consists of the construction of a completely new Limits: Oso Pkwy to City Limits roadway. Costing Class: Primary Arterial(A3) Length(If): 2,482 Service Area(s): Southside 4 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 11,443 cy $ 16.91 $ 193,500 B7 1"Type'B'HMAC 22,059 sy $ 11.70 $ 258,086 B8 IUnderseal I 22,059 I sy I $ 6.46 I $ 142,499 B11 8"Lime stabilized(8%),12"Compacted Subgrade 22,059 sy $ 18.99 $ 418,894 B13 lConcrete Median 12,408 sf $ 53.96 $ 669,536 D4 ISidewalk I 8,272 sy $ 50.00 $ 413,600 I I I I Paving Construction Cost Subtotal: $ 2,096,115 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 83,845 V Prep ROW 4% $ 83,845 V Traffic Control Construction Phase Traffic Control 3% $ 62,883 V Pavement Markings/Markers 5% $ 104,806 V Roadway Drainage Standard Internal System 35% $ 733,640 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 104,806 V Sewer Minor Adjustments 5% $ 104,806 V Landscaping(Basic) Sodding and Erosion Control 2% $ 41,922 V Illumination Standard Ilumination System 6% $ 125,767 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,362,475 Paving and Allowance Subtotal: $ 3,458,590 Construction Contingency: 20% $ 691,718 Construction Cost TOTAL: $ 4,151,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,151,000 Bonds: 5% $ 207,550 Engineering/Survey/Testing: 15% $ 622,650 Mobilization 10% $ 415,100 ROW/Easement Acquisition: IFALSE 1 15% $ 622,650 Project Cost TOTAL: $ 6,019,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Info—rmatio'n"""""" Description: Project No. 13-AF Project Number: 13-AF This project consists of the construction of a completely new Limits: Yorktown Blvd to Rodd Field Rd(PR Segment) roadway. Costing Class: Parkway Collector(131) Length(If): 10,560 Service Area(s): Southside 4 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 25,813 cy $ 16.91 $ 436,503 B7 1"Type'B'HMAC 48,107 sy $ 11.70 $ 562,848 B8 IUnderseal I 48,107 I sy I $ 6.46 I $ 310,769 B118"Lime stabilized(8%),12"Compacted Subgrade 48,107 sy $ 18.99 $ 913,546 B13.X No Median 0 sf $ $ D4 (Sidewalk I 35,200 sy $ 50.00 $ 1,760,000 Paving Construction Cost Subtotal: $ 3,983,666 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 159,347 V Prep ROW 4% $ 159,347 V Traffic Control Construction Phase Traffic Control 3% $ 119,510 V Pavement Markings/Markers 5% $ 199,183 V Roadway Drainage Standard Internal System 35% $ 1,394,283 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 199,183 V Sewer Minor Adjustments 5% $ 199,183 V Landscaping(Basic) Sodding and Erosion Control 2% $ 79,673 V Illumination Standard Ilumination System 6% $ 239,020 Traffic Signalization Assume Signal per Half Mile $400,000 $ 1,600,000 Other: $0 $ - Allowance Subtotal: $ 4,189,383 Paving and Allowance Subtotal: $ 8,173,049 Construction Contingency: 20% $ 1,634,610 Construction Cost TOTAL: $ 9,808,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 9,808,000 Bonds: 5% $ 490,400 Engineering/Survey/Testing: 15% $ 1,471,200 Mobilization 10% $ 980,800 ROW/Easement Acquisition: IFALSE 1 15% $ 1,471,200 Project Cost TOTAL: $ 14,222,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • », Description: Project Number: 13-AG This project consists of the construction of a completely new Limits: Rodd Field Rd(PR Segment)to Cimarron Blvd roadway. Costing Class: Parkway Collector(131) Length(If): 6,072 Service Area(s): Southside 4 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 14,843 cy $ 16.91 $ 250,989 B7 1"Type'B'HMAC 27,661 sy $ 11.70 $ 323,638 B8 IUnderseal I 27,661 I sy I $ 6.46 I $ 178,692 B118"Lime stabilized(8%),12"Compacted Subgrade 27,661 sy $ 18.99 $ 525,289 B13.X No Median 0 sf $ $ D4 (Sidewalk I 20,240 sy $ 50.00 $ 1,012,000 Paving Construction Cost Subtotal: $ 2,290,608 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 91,624 V Prep ROW 4% $ 91,624 V Traffic Control Construction Phase Traffic Control 3% $ 68,718 V Pavement Markings/Markers 5% $ 114,530 V Roadway Drainage Standard Internal System 35% $ 801,713 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 114,530 V Sewer Minor Adjustments 5% $ 114,530 V Landscaping(Basic) Sodding and Erosion Control 2% $ 45,812 V Illumination Standard Ilumination System 6% $ 137,436 Traffic Signalization Assume Signal per Half Mile $400,000 $ 800,000 Other: $0 $ - Allowance Subtotal: $ 2,288,895 Paving and Allowance Subtotal: $ 4,579,503 Construction Contingency: 20% $ 915,901 Construction Cost TOTAL: $ 5,496,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,496,000 Bonds: 5% $ 274,800 Engineering/Survey/Testing: 15% $ 824,400 Mobilization 10% $ 549,600 ROW/Easement Acquisition: IFALSE 1 15% $ 824,400 Project Cost TOTAL: $ 7,969,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-D This project consists of the reconstruction of an existing Limits: SH 358 to 1540'S of SH 358 roadway. Costing Class: Primary Collector(0) Length(If): 1,542 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,626 cy $ 16.91 $ 78,226 B7 1"Type'B'HMAC 8,738 sy $ 11.70 $ 102,235 B8 JUnderseal 8,738 1 sy 1 $ 6.46 $ 56,447 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,738 sy $ 18.99 $ 165,935 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 5,140 sy $ 50.00 $ 257,000 Paving Construction Cost Subtotal: $ 659,842 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 26,394 V Prep ROW 4% $ 26,394 V Traffic Control Construction Phase Traffic Control 3% $ 19,795 V Pavement Markings/Markers 5% $ 32,992 V Roadway Drainage Standard Internal System 35% $ 230,945 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 32,992 V Sewer Minor Adjustments 5% $ 32,992 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,197 V Illumination Standard Ilumination System 6% $ 39,591 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 428,898 Paving and Allowance Subtotal: $ 1,088,740 Construction Contingency: 20% $ 217,748 Construction Cost TOTAL: $ 1,307,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,307,000 Bonds: 5% $ 65,350 Engineering/Survey/Testing: 15% $ 196,050 Mobilization 10% $ 130,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 196,050 Project Cost TOTAL:1 $ 1,895,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-E This project consists of the reconstruction of an existing Limits: 1540'S of SH 358 to Holly Rd roadway. Costing Class: Primary Collector(0) Length(If): 2,629 Service Area(s): Southside 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,887 cy $ 16.91 $ 133,369 B7 1"Type'B'HMAC 14,898 sy $ 11.70 $ 174,303 B8 Underseal 14,898 sy $ 6.46 $ 96,239 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,898 sy $ 18.99 $ 282,907 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,763 sy $ 50.00 $ 438,167 Paving Construction Cost Subtotal: $ 1,124,984 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 44,999 V Prep ROW 4% $ 44,999 V Traffic Control Construction Phase Traffic Control 3% $ 33,750 V Pavement Markings/Markers 5% $ 56,249 V Roadway Drainage Standard Internal System 35% $ 393,744 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 56,249 V Sewer Minor Adjustments 5% $ 56,249 V Landscaping(Basic) Sodding and Erosion Control 2% $ 22,500 V Illumination Standard Ilumination System 6% $ 67,499 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 731,240 Paving and Allowance Subtotal: $ 1,856,224 Construction Contingency: 20% $ 371,245 Construction Cost TOTAL: $ 2,228,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,228,000 Bonds: 5% $ 111,400 Engineering/Survey/Testing: 15% $ 334,200 Mobilization 10% $ 222,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 334,200 Project Cost TOTAL:1 $ 3,231,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-F This project consists of the reconstruction of an existing Limits: Rodd Field Rd to Lexington Rd roadway. Costing Class: Minor Arterial(Al) Length(If): 2,645 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,992 cy $ 16.91 $ 168,968 B7 1"Type'B'HMAC 19,103 sy $ 11.70 $ 223,503 B8 JUnderseal 19,103 1 sy 1 $ 6.46 $ 123,404 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,103 sy $ 18.99 $ 362,762 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,817 sy $ 50.00 $ 440,833 Paving Construction Cost Subtotal: $ 1,319,470 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 52,779 V Prep ROW 4% $ 52,779 V Traffic Control Construction Phase Traffic Control 3% $ 39,584 V Pavement Markings/Markers 5% $ 65,974 V Roadway Drainage Standard Internal System 35% $ 461,815 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 65,974 V Sewer Minor Adjustments 5% $ 65,974 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,389 V Illumination Standard Ilumination System 6% $ 79,168 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,257,656 Paving and Allowance Subtotal: $ 2,577,126 Construction Contingency: 20% $ 515,425 Construction Cost TOTAL: $ 3,093,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,093,000 Bonds: 5% $ 154,650 Engineering/Survey/Testing: 15% $ 463,950 Mobilization 10% $ 309,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 463,950 Project Cost TOTAL:1 $ 4,485,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-G This project consists of the reconstruction of an existing Limits: Lexington Rd to Ennis Joslin Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 1,501 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,921 cy $ 16.91 $ 117,039 B7 1"Type'B'HMAC 13,342 sy $ 11.70 $ 156,104 B8 JUnderseal 13,342 1 sy 1 $ 6.46 $ 86,191 B11 8"Lime stabilized(8%),12"Compacted Subgrade 13,342 sy $ 18.99 $ 253,369 B13 lConcrete Median 7,505 sf $ 53.96 $ 404,970 D4 ISidewalk 5,003 sy $ 50.00 $ 250,167 Paving Construction Cost Subtotal: $ 1,267,839 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 50,714 V Prep ROW 4% $ 50,714 V Traffic Control Construction Phase Traffic Control 3% $ 38,035 V Pavement Markings/Markers 5% $ 63,392 V Roadway Drainage Standard Internal System 35% $ 443,744 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 63,392 V Sewer Minor Adjustments 5% $ 63,392 V Landscaping(Basic) Sodding and Erosion Control 2% $ 25,357 V Illumination Standard Ilumination System 6% $ 76,070 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 824,095 Paving and Allowance Subtotal: $ 2,091,934 Construction Contingency: 20% $ 418,387 Construction Cost TOTAL: $ 2,511,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,511,000 Bonds: 5% $ 125,550 Engineering/Survey/Testing: 15% $ 376,650 Mobilization 10% $ 251,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 376,650 Project Cost TOTAL:1 $ 3,641,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-H This project consists of the reconstruction of an existing Limits: Ennis Joslin Rd to Paul Jones Ave roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,496 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,043 cy $ 16.91 $ 136,001 B7 1"Type'B'HMAC 15,253 sy $ 11.70 $ 178,464 B8 JUnderseal 15,253 1 sy 1 $ 6.46 $ 98,537 B11 8"Lime stabilized(8%),12"Compacted Subgrade 15,253 sy $ 18.99 $ 289,661 B13 lConcrete Median 9,984 sf $ 53.96 $ 538,737 D4 ISidewalk 8,320 sy $ 50.00 $ 416,000 Paving Construction Cost Subtotal: $ 1,657,399 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 66,276- V Prep ROW 4% $ 66,296 V Traffic Control Construction Phase Traffic Control 3% $ 49,722 V Pavement Markings/Markers 5% $ 82,870 V Roadway Drainage Standard Internal System 35% $ 580,090 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 82,870 V Sewer Minor Adjustments 5% $ 82,870 V Landscaping(Basic) Sodding and Erosion Control 2% $ 33,148 V Illumination Standard Ilumination System 6% $ 99,444 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,077,310 Paving and Allowance Subtotal: $ 2,734,709 Construction Contingency: 20% $ 546,942 Construction Cost TOTAL: $ 3,282,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,282,000 Bonds: 5% $ 164,100 Engineering/Survey/Testing: 15% $ 492,300 Mobilization 10% $ 328,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 492,300 Project Cost TOTAL:1 $ 4,759,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON � EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-J This project consists of the reconstruction of an existing Limits: Rodd Field Rd to Victoria Park Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,331 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,733 cy $ 16.91 $ 181,499 B7 1"Type'B'HMAC 20,356 sy $ 11.70 $ 238,167 B8 JUnderseal 20,356 1 sy 1 $ 6.46 $ 131,500 B11 8"Lime stabilized(8%),12"Compacted Subgrade 20,356 sy $ 18.99 $ 386,563 B13 lConcrete Median 13,324 sf $ 53.96 $ 718,963 D4 ISidewalk 11,103 sy $ 50.00 $ 555,167 Paving Construction Cost Subtotal: $ 2,211,858 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 88,474 V Prep ROW 4% $ 88,474 V Traffic Control Construction Phase Traffic Control 3% $ 66,356 V Pavement Markings/Markers 5% $ 110,593 V Roadway Drainage Standard Internal System 35% $ 774,150 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 110,593 V Sewer Minor Adjustments 5% $ 110,593 V Landscaping(Basic) Sodding and Erosion Control 2% $ 44,237 V Illumination Standard Ilumination System 6% $ 132,711 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,837,708 Paving and Allowance Subtotal: $ 4,049,566 Construction Contingency: 20% $ 809,913 Construction Cost TOTAL: $ 4,860,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,860,000 Bonds: 5% $ 243,000 Engineering/Survey/Testing: 15% $ 729,000 Mobilization 10% $ 486,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 729,000 Project Cost TOTAL:1 $ 7,047,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-K This project consists of the reconstruction of an existing Limits: Victoria Park Drto Ennis Joslin Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 803 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,587 cy $ 16.91 $ 43,754 B7 1"Type'B'HMAC 4,907 sy $ 11.70 $ 57,415 B8 JUnderseal 4,907 1 sy 1 $ 6.46 $ 31,701 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,907 sy $ 18.99 $ 93,188 B13 lConcrete Median 3,212 sf $ 53.96 $ 173,320 D4 ISidewalk 2,677 sy $ 50.00 $ 133,833 Paving Construction Cost Subtotal: $ 533,210 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 21,328 V Prep ROW 4% $ 21,328 V Traffic Control Construction Phase Traffic Control 3% $ 15,996 V Pavement Markings/Markers 5% $ 26,660 V Roadway Drainage Standard Internal System 35% $ 186,623 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 26,660 V Sewer Minor Adjustments 5% $ 26,660 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,664 V Illumination Standard Ilumination System 6% $ 31,993 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 346,586 Paving and Allowance Subtotal: $ 879,796 Construction Contingency: 20% $ 175,959 Construction Cost TOTAL: $ 1,056,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,056,000 Bonds: 5% $ 52,800 Engineering/Survey/Testing: 15% $ 158,400 Mobilization 10% $ 105,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 158,400 Project Cost TOTAL:1 $ 1,531,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-L This project consists of the reconstruction of an existing Limits: Cimarron Blvd to Bronx Dr roadway. Costing Class: Primary Collector(0) Length(If): 2,084 Service Area(s): Southside 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,252 cy $ 16.91 $ 105,721 B7 1"Type'B'HMAC 11,809 sy $ 11.70 $ 138,169 B8 Underseal 11,809 sy $ 6.46 $ 76,288 B11 8"Lime stabilized(8%),12"Compacted Subgrade 11,809 sy $ 18.99 $ 224,259 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 6,947 sy $ 50.00 $ 347,333 Paving Construction Cost Subtotal: $ 891,771 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 35,671 V Prep ROW 4% $ 35,671 V Traffic Control Construction Phase Traffic Control 3% $ 26,753 V Pavement Markings/Markers 5% $ 44,589 V Roadway Drainage Standard Internal System 35% $ 312,120 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 44,589 V Sewer Minor Adjustments 5% $ 44,589 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,835 V Illumination Standard Ilumination System 6% $ 53,506 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 579,651 Paving and Allowance Subtotal: $ 1,471,423 Construction Contingency: 20% $ 294,285 Construction Cost TOTAL: $ 1,766,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,766,000 Bonds: 5% $ 88,300 Engineering/Survey/Testing: 15% $ 264,900 Mobilization 10% $ 176,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 264,900 Project Cost TOTAL:1 $ 2,561,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-M This project consists of the reconstruction of an existing Limits: Bronx Dr to Airline Rd roadway. Costing Class: Primary Collector(0) Length(If): 1,644 Service Area(s): Southside 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,932 cy $ 16.91 $ 83,400 B7 1"Type'B'HMAC 9,316 sy $ 11.70 $ 108,997 B8 Underseal 9,316 sy $ 6.46 $ 60,181 B11 8"Lime stabilized(8%),12"Compacted Subgrade 9,316 sy $ 18.99 $ 176,911 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 5,480 sy $ 50.00 $ 274,000 Paving Construction Cost Subtotal: $ 703,490 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 28,140 V Prep ROW 4% $ 28,140 V Traffic Control Construction Phase Traffic Control 3% $ 21,105 V Pavement Markings/Markers 5% $ 35,174 V Roadway Drainage Standard Internal System 35% $ 246,221 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 35,174 V Sewer Minor Adjustments 5% $ 35,174 V Landscaping(Basic) Sodding and Erosion Control 2% $ 14,070 V Illumination Standard Ilumination System 6% $ 42,209 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 457,268 Paving and Allowance Subtotal: $ 1,160,758 Construction Contingency: 20% $ 232,152 Construction Cost TOTAL: $ 1,393,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,393,000 Bonds: 5% $ 69,650 Engineering/Survey/Testing: 15% $ 208,950 Mobilization 10% $ 139,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 208,950 Project Cost TOTAL:1 $ 2,020,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-N This project consists of the reconstruction of an existing Limits: Rodd Field Rd to Freds Folly Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 2,496 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 11,509 cy $ 16.91 $ 194,623 B7 1"Type'B'HMAC 22,187 sy $ 11.70 $ 259,584 B8 JUnderseal 22,187 1 sy 1 $ 6.46 $ 143,326 B11 8"Lime stabilized(8%),12"Compacted Subgrade 22,187 sy $ 18.99 $ 421,325 B13 lConcrete Median 12,480 sf $ 53.96 $ 673,421 D4 ISidewalk 8,320 sy $ 50.00 $ 416,000 Paving Construction Cost Subtotal: $ 2,108,278 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 84,331 V Prep ROW 4% $ 84,331 V Traffic Control Construction Phase Traffic Control 3% $ 63,248 V Pavement Markings/Markers 5% $ 105,414 V Roadway Drainage Standard Internal System 35% $ 737,897 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 105,414 V Sewer Minor Adjustments 5% $ 105,414 V Landscaping(Basic) Sodding and Erosion Control 2% $ 42,166 V Illumination Standard Ilumination System 6% $ 126,497 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,370,381 Paving and Allowance Subtotal: $ 3,478,659 Construction Contingency: 20% $ 695,732 Construction Cost TOTAL: $ 4,175,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,175,000 Bonds: 5% $ 208,750 Engineering/Survey/Testing: 15% $ 626,250 Mobilization 10% $ 417,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 626,250 Project Cost TOTAL:1 $ 6,054,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- • Project Number: 14-0 This project consists of the reconstruction of an existing Limits: Freds Folly Dr to 1274'E of Starry Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 4,070 Service Area(s): Southside 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 18,767 cy $ 16.91 $ 317,354 B7 1"Type'B'HMAC 36,178 sy $ 11.70 $ 423,280 B8 Underseal 36,178 sy $ 6.46 $ 233,708 B11 8"Lime stabilized(8%),12"Compacted Subgrade 36,178 sy $ 18.99 $ 687,016 B13 lConcrete Median 20,350 sf $ 53.96 $ 1,098,086 D4 ISidewalk 13,567 sy $ 50.00 $ 678,333 Paving Construction Cost Subtotal: $ 3,437,778 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 137,511 V Prep ROW 4% $ 137,511 V Traffic Control Construction Phase Traffic Control 3% $ 103,133 V Pavement Markings/Markers 5% $ 171,889 V Roadway Drainage Standard Internal System 35% $ 1,203,222 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 171,889 V Sewer Minor Adjustments 5% $ 171,889 V Landscaping(Basic) Sodding and Erosion Control 2% $ 68,756 V Illumination Standard Ilumination System 6% $ 206,267 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,634,555 Paving and Allowance Subtotal: $ 6,072,333 Construction Contingency: 20% $ 1,214,467 Construction Cost TOTAL: $ 7,287,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 7,287,000 Bonds: 5% $ 364,350 Engineering/Survey/Testing: 15% $ 1,093,050 Mobilization 10% $ 728,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 1,093,050 Project Cost TOTAL:1 $ 10,566,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-P This project consists of the reconstruction of an existing Limits: 1274'E of Starry Rd to Cayo del Oso(Water Feature) roadway. Costing Class: Primary Arterial(A3) Length(If): 1,896 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,743 cy $ 16.91 $ 147,838 B7 1"Type'B'HMAC 16,853 sy $ 11.70 $ 197,184 B8 JUnderseal 16,853 1 sy 1 $ 6.46 $ 108,873 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,853 sy $ 18.99 $ 320,045 B13 lConcrete Median 9,480 sf $ 53.96 $ 511,541 D4 ISidewalk 6,320 sy $ 50.00 $ 316,000 Paving Construction Cost Subtotal: $ 1,601,481 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 64,059 V Prep ROW 4% $ 64,059 V Traffic Control Construction Phase Traffic Control 3% $ 48,044 V Pavement Markings/Markers 5% $ 80,074 V Roadway Drainage Standard Internal System 35% $ 560,518 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 80,074 V Sewer Minor Adjustments 5% $ 80,074 V Landscaping(Basic) Sodding and Erosion Control 2% $ 32,030 V Illumination Standard Ilumination System 6% $ 96,089 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,040,962 Paving and Allowance Subtotal: $ 2,642,443 Construction Contingency: 20% $ 528,489 Construction Cost TOTAL: $ 3,171,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,171,000 Bonds: 5% $ 158,550 Engineering/Survey/Testing: 15% $ 475,650 Mobilization 10% $ 317,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 475,650 Project Cost TOTAL:1 $ 4,598,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: 11 Project Number: 14-Q This project consists of the reconstruction of an existing Limits: SH 358 to Williams Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 1,455 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,709 cy $ 16.91 $ 113,452 B7 1"Type'B'HMAC 12,933 sy $ 11.70 $ 151,320 B8 JUnderseal 12,933 1 sy 1 $ 6.46 $ 83,549 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,933 sy $ 18.99 $ 245,604 B13 lConcrete Median 7,275 sf $ 53.96 $ 392,559 D4 ISidewalk 4,850 sy $ 50.00 $ 242,500 Paving Construction Cost Subtotal: $ 1,228,984 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 49,159 V Prep ROW 4% $ 49,159 V Traffic Control Construction Phase Traffic Control 3% $ 36,870 V Pavement Markings/Markers 5% $ 61,449 V Roadway Drainage Standard Internal System 35% $ 430,145 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 61,449 V Sewer Minor Adjustments 5% $ 61,449 V Landscaping(Basic) Sodding and Erosion Control 2% $ 24,580 V Illumination Standard Ilumination System 6% $ 73,739 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 798,840 Paving and Allowance Subtotal: $ 2,027,824 Construction Contingency: 20% $ 405,565 Construction Cost TOTAL: $ 2,4341 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,434,000 Bonds: 5% $ 121,700 Engineering/Survey/Testing: 15% $ 365,100 Mobilization 10% $ 243,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 365,100 Project Cost TOTAL:1 $ 3,529,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-R This project consists of the reconstruction of an existing Limits: Williams Dr to Holly Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,928 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 13,501 cy $ 16.91 $ 228,308 B7 1"Type'B'HMAC 26,027 sy $ 11.70 $ 304,512 B8 JUnderseal 26,027 1 sy 1 $ 6.46 $ 168,132 B11 8"Lime stabilized(8%),12"Compacted Subgrade 26,027 sy $ 18.99 $ 494,246 B13 lConcrete Median 14,640 sf $ 53.96 $ 789,974 D4 ISidewalk 9,760 sy $ 50.00 $ 488,000 Paving Construction Cost Subtotal: $ 2,473,173 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 98,977— V Prep ROW 4% $ 98,927 V Traffic Control Construction Phase Traffic Control 3% $ 74,195 V Pavement Markings/Markers 5% $ 123,659 V Roadway Drainage Standard Internal System 35% $ 865,610 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 123,659 V Sewer Minor Adjustments 5% $ 123,659 V Landscaping(Basic) Sodding and Erosion Control 2% $ 49,463 V Illumination Standard Ilumination System 6% $ 148,390 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,007,562 Paving and Allowance Subtotal: $ 4,480,735 Construction Contingency: 20% $ 896,147 Construction Cost TOTAL: $ 5,377,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,377,000 Bonds: 5% $ 268,850 Engineering/Survey/Testing: 15% $ 806,550 Mobilization 10% $ 537,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 806,550 Project Cost TOTAL:1 $ 7,797,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-S This project consists of the reconstruction of an existing Limits: Holly Rd to Cimarron Blvd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,080 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,591 cy $ 16.91 $ 162,186 B7 1"Type'B'HMAC 18,489 sy $ 11.70 $ 216,320 B8 JUnderseal 18,489 1 sy 1 $ 6.46 $ 119,438 B11 8"Lime stabilized(8%),12"Compacted Subgrade 18,489 sy $ 18.99 $ 351,104 B13 lConcrete Median 10,400 sf $ 53.96 $ 561,184 D4 ISidewalk 6,933 sy $ 50.00 $ 346,667 Paving Construction Cost Subtotal: $ 1,756,899 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,276 V Prep ROW 4% $ 70,276 V Traffic Control Construction Phase Traffic Control 3% $ 52,707 V Pavement Markings/Markers 5% $ 87,845 V Roadway Drainage Standard Internal System 35% $ 614,915 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 87,845 V Sewer Minor Adjustments 5% $ 87,845 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,138 V Illumination Standard Ilumination System 6% $ 105,414 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,141,984 Paving and Allowance Subtotal: $ 2,898,883 Construction Contingency: 20% $ 579,777 Construction Cost TOTAL: $ 3,479,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,479,000 Bonds: 5% $ 173,950 Engineering/Survey/Testing: 15% $ 521,850 Mobilization 10% $ 347,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 521,850 Project Cost TOTAL:1 $ 5,045,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-T This project consists of the reconstruction of an existing Limits: Cimarron Blvd to Woolridge Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 919 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,238 cy $ 16.91 $ 71,658 B7 1"Type'B'HMAC 8,169 sy $ 11.70 $ 95,576 B8 JUnderseal 8,169 1 sy 1 $ 6.46 $ 52,771 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,169 sy $ 18.99 $ 155,127 B13 lConcrete Median 4,595 sf $ 53.96 $ 247,946 D4 ISidewalk 3,063 sy $ 50.00 $ 153,167 Paving Construction Cost Subtotal: $ 776,245 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 31,050 V Prep ROW 4% $ 31,050 V Traffic Control Construction Phase Traffic Control 3% $ 23,287 V Pavement Markings/Markers 5% $ 38,812 V Roadway Drainage Standard Internal System 35% $ 271,686 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 38,812 V Sewer Minor Adjustments 5% $ 38,812 V Landscaping(Basic) Sodding and Erosion Control 2% $ 15,525 V Illumination Standard Ilumination System 6% $ 46,575 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 504,559 Paving and Allowance Subtotal: $ 1,280,804 Construction Contingency: 20% $ 256,161 Construction Cost TOTAL: $ 1,537,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,537,000 Bonds: 5% $ 76,850 Engineering/Survey/Testing: 15% $ 230,550 Mobilization 10% $ 153,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 230,550 Project Cost TOTAL:1 $ 2,229,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-Z This project consists of the reconstruction of an existing Limits: Cimarron Blvd to Airline Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,006 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,252 cy $ 16.91 $ 156,447 B7 1"Type'B'HMAC 17,835 sy $ 11.70 $ 208,666 B8 JUnderseal 17,835 1 sy 1 $ 6.46 $ 115,212 B11 8"Lime stabilized(8%),12"Compacted Subgrade 17,835 sy $ 18.99 $ 338,680 B13 lConcrete Median 10,032 sf $ 53.96 $ 541,327 D4 ISidewalk 6,688 sy $ 50.00 $ 334,400 Paving Construction Cost Subtotal: $ 1,694,731 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 67,789 V Prep ROW 4% $ 67,789 V Traffic Control Construction Phase Traffic Control 3% $ 50,842 V Pavement Markings/Markers 5% $ 84,737 V Roadway Drainage Standard Internal System 35% $ 593,156 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 84,737 V Sewer Minor Adjustments 5% $ 84,737 V Landscaping(Basic) Sodding and Erosion Control 2% $ 33,895 V Illumination Standard Ilumination System 6% $ 101,684 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,101,575 Paving and Allowance Subtotal: $ 2,796,307 Construction Contingency: 20% $ 559,261 Construction Cost TOTAL: $ 3,356,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,356,000 Bonds: 5% $ 167,800 Engineering/Survey/Testing: 15% $ 503,400 Mobilization 10% $ 335,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 503,400 Project Cost TOTAL:1 $ 4,866,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-AA This project consists of the reconstruction of an existing Limits: Airline Rd to Rodd Field Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 3,326 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 15,338 cy $ 16.91 $ 259,372 B7 1"Type'B'HMAC 29,568 sy $ 11.70 $ 345,946 B8 JUnderseal 29,568 1 sy 1 $ 6.46 $ 191,009 B11 8"Lime stabilized(8%),12"Compacted Subgrade 29,568 sy $ 18.99 $ 561,496 B13 lConcrete Median 16,632 sf $ 53.96 $ 897,463 D4 ISidewalk 11,088 sy $ 50.00 $ 554,400 Paving Construction Cost Subtotal: $ 2,809,686 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 112,377- V Prep ROW 4% $ 112,387 V Traffic Control Construction Phase Traffic Control 3% $ 84,291 V Pavement Markings/Markers 5% $ 140,484 V Roadway Drainage Standard Internal System 35% $ 983,390 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 140,484 V Sewer Minor Adjustments 5% $ 140,484 V Landscaping(Basic) Sodding and Erosion Control 2% $ 56,194 V Illumination Standard Ilumination System 6% $ 168,581 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,226,296 Paving and Allowance Subtotal: $ 5,035,982 Construction Contingency: 20% $ 1,007,196 Construction Cost TOTAL: $ 6,0441 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 6,044,000 Bonds: 5% $ 302,200 Engineering/Survey/Testing: 15% $ 906,600 Mobilization 10% $ 604,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 906,600 Project Cost TOTAL:1 $ 8,764,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- C Project Number: 14-AB This project consists of the reconstruction of an existing Limits: Cimarron Blvd to 309'W of Bichon Dr roadway. Costing Class: Primary Arterial(A3) Length(If): 3,168 Service Area(s): Southside 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 14,608 cy $ 16.91 $ 247,021 B7 1"Type'B'HMAC 28,160 sy $ 11.70 $ 329,472 B8 Underseal 28,160 sy $ 6.46 $ 181,914 B11 8"Lime stabilized(8%),12"Compacted Subgrade 28,160 sy $ 18.99 $ 534,758 B13 lConcrete Median 15,840 sf $ 53.96 $ 854,726 D4 ISidewalk 10,560 sy $ 50.00 $ 528,000 Paving Construction Cost Subtotal: $ 2,675,892 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 107,036 V Prep ROW 4% $ 107,036 V Traffic Control Construction Phase Traffic Control 3% $ 80,277 V Pavement Markings/Markers 5% $ 133,795 V Roadway Drainage Standard Internal System 35% $ 936,562 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 133,795 V Sewer Minor Adjustments 5% $ 133,795 V Landscaping(Basic) Sodding and Erosion Control 2% $ 53,518 V Illumination Standard Ilumination System 6% $ 160,554 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,139,330 Paving and Allowance Subtotal: $ 4,815,221 Construction Contingency: 20% $ 963,044 Construction Cost TOTAL: $ 5,779,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,779,000 Bonds: 5% $ 288,950 Engineering/Survey/Testing: 15% $ 866,850 Mobilization 10% $ 577,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 866,850 Project Cost TOTAL:1 $ 8,380,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-AC This project consists of the reconstruction of an existing Limits: 309'W of W Logan Drto Rodd Field Rd roadway. Costing Class: Primary Arterial(A3) Length(If): 2,059 Service Area(s): Southside 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,495 cy $ 16.91 $ 160,564 B7 1"Type'B'HMAC 18,304 sy $ 11.70 $ 214,157 B8 JUnderseal 18,304 1 sy 1 $ 6.46 $ 118,244 B11 8"Lime stabilized(8%),12"Compacted Subgrade 18,304 sy $ 18.99 $ 347,593 B13 lConcrete Median 10,296 sf $ 53.96 $ 555,572 D4 ISidewalk 6,864 sy $ 50.00 $ 343,200 Paving Construction Cost Subtotal: $ 1,739,330 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 69,573 V Prep ROW 4% $ 69,573 V Traffic Control Construction Phase Traffic Control 3% $ 52,180 V Pavement Markings/Markers 5% $ 86,966 V Roadway Drainage Standard Internal System 35% $ 608,765 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 86,966 V Sewer Minor Adjustments 5% $ 86,966 V Landscaping(Basic) Sodding and Erosion Control 2% $ 34,787 V Illumination Standard Ilumination System 6% $ 104,360 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 1,130,564 Paving and Allowance Subtotal: $ 2,869,894 Construction Contingency: 20% $ 573,979 Construction Cost TOTAL: $ 3,4441 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,444,000 Bonds: 5% $ 172,200 Engineering/Survey/Testing: 15% $ 516,600 Mobilization 10% $ 344,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 516,600 Project Cost TOTAL:1 $ 4,994,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 14-AD This project consists of the construction of a completely new Limits: Rodd Field Dr to Lexington Rd roadway. Costing Class: Primary Collector(0) Length(If): 2,693 Service Area(s): Southside 3 Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 8,078 cy $ 16.91 $ 136,606 B7 1"Type'B'HMAC 15,259 sy $ 11.70 $ 178,533 B8 IUnderseal I 15,259 I sy I $ 6.46 I $ 98,574 B118"Lime stabilized(8%),12"Compacted Subgrade 15,259 sy $ 18.99 $ 289,772 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,976 sy $ 50.00 $ 448,800 Paving Construction Cost Subtotal: $ 1,152,285 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 46,091 V Prep ROW 4% $ 46,091 V Traffic Control Construction Phase Traffic Control 3% $ 34,569 V Pavement Markings/Markers 5% $ 57,614 V Roadway Drainage Standard Internal System 35% $ 403,300 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 57,614 V Sewer Minor Adjustments 5% $ 57,614 V Landscaping(Basic) Sodding and Erosion Control 2% $ 23,046 V Illumination Standard Ilumination System 6% $ 69,137 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,148,985 Paving and Allowance Subtotal: $ 2,301,270 Construction Contingency: 20% $ 460,254 Construction Cost TOTAL: $ 2,762,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,762,000 Bonds: 5% $ 138,100 Engineering/Survey/Testing: 15% $ 414,300 Mobilization 10% $ 276,200 ROW/Easement Acquisition: IFALSE 1 15% $ 414,300 Project Cost TOTAL: $ 4,005,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 1 Project Number: 14-AE This project consists of the construction of a completely new Limits: Lexington Rd to Ennis Joslin Rd roadway. Costing Class: Primary Collector(0) Length(If): 1,478 Service Area(s): Southside 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,435 cy $ 16.91 $ 74,999 B7 1"Type'B'HMAC 8,378 sy $ 11.70 $ 98,018 B8 IUnderseal I 8,378 I sy I $ 6.46 I $ 54,119 B118"Lime stabilized(8%),12"Compacted Subgrade 8,378 sy $ 18.99 $ 159,091 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,928 sy $ 50.00 $ 246,400 Paving Construction Cost Subtotal: $ 632,627 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 25,305 V Prep ROW 4% $ 25,305 V Traffic Control Construction Phase Traffic Control 3% $ 18,979 V Pavement Markings/Markers 5% $ 31,631 V Roadway Drainage Standard Internal System 35% $ 221,419 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 31,631 V Sewer Minor Adjustments 5% $ 31,631 V Landscaping(Basic) Sodding and Erosion Control 2% $ 12,653 V Illumination Standard Ilumination System 6% $ 37,958 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 411,208 Paving and Allowance Subtotal: $ 1,043,835 Construction Contingency: 20% $ 208,767 Construction Cost TOTAL: $ 1,253,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,253,000 Bonds: 5% $ 62,650 Engineering/Survey/Testing: 15% $ 187,950 Mobilization 10% $ 125,300 ROW/Easement Acquisition: IFALSE 1 15% $ 187,950 Project Cost TOTAL: $ 1,817,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 14-AG Project Number: 14-AG This project consists of the construction of a completely new Limits: Country Road 26A to Country Road 26 roadway. Costing Class: Parkway Collector(131) Length(If): 2,746 Service Area(s): Southside 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,711 cy $ 16.91 $ 113,491 B7 1"Type'B'HMAC 12,508 sy $ 11.70 $ 146,340 B8 IUnderseal I 12,508 I sy I $ 6.46 I $ 80,800 B118"Lime stabilized(8%),12"Compacted Subgrade 12,508 sy $ 18.99 $ 237,522 B13.X No Median 0 sf $ $ D4 (Sidewalk I 9,152 sy $ 50.00 $ 457,600 Paving Construction Cost Subtotal: $ 1,035,753 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 41,430 V Prep ROW 4% $ 41,430 V Traffic Control Construction Phase Traffic Control 3% $ 31,073 V Pavement Markings/Markers 5% $ 51,788 V Roadway Drainage Standard Internal System 35% $ 362,514 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 51,788 V Sewer Minor Adjustments 5% $ 51,788 V Landscaping(Basic) Sodding and Erosion Control 2% $ 20,715 V Illumination Standard Ilumination System 6% $ 62,145 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,073,240 Paving and Allowance Subtotal: $ 2,108,993 Construction Contingency: 20% $ 421,799 Construction Cost TOTAL: $ 2,531,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,531,000 Bonds: 5% $ 126,550 Engineering/Survey/Testing: 15% $ 379,650 Mobilization 10% $ 253,100 ROW/Easement Acquisition: IFALSE 1 15% $ 379,650 Project Cost TOTAL: $ 3,670,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 14-AH Project Number: 14-AH This project consists of the construction of a completely new Limits: Country Road 26 to Yorktown Blvd roadway. Costing Class: Parkway Collector(131) Length(If): 3,485 Service Area(s): Southside 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 8,518 cy $ 16.91 $ 144,046 B7 1"Type'B'HMAC 15,875 sy $ 11.70 $ 185,740 B8 IUnderseal I 15,875 I sy I $ 6.46 I $ 102,554 B118"Lime stabilized(8%),12"Compacted Subgrade 15,875 sy $ 18.99 $ 301,470 B13.X No Median 0 sf $ $ D4 (Sidewalk I 11,616 sy $ 50.00 $ 580,800 Paving Construction Cost Subtotal: $ 1,314,610 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 52,584 V Prep ROW 4% $ 52,584 V Traffic Control Construction Phase Traffic Control 3% $ 39,438 V Pavement Markings/Markers 5% $ 65,730 V Roadway Drainage Standard Internal System 35% $ 460,113 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 65,730 V Sewer Minor Adjustments 5% $ 65,730 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,292 V Illumination Standard Ilumination System 6% $ 78,877 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,254,496 Paving and Allowance Subtotal: $ 2,569,106 Construction Contingency: 20% $ 513,821 Construction Cost TOTAL: $ 3,083,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,083,000 Bonds: 5% $ 154,150 Engineering/Survey/Testing: 15% $ 462,450 Mobilization 10% $ 308,300 ROW/Easement Acquisition: IFALSE 1 15% $ 462,450 Project Cost TOTAL: $ 4,470,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- "�,�, Description: Project No. 14-Al Project Number: 14-AI This project consists of the construction of a completely new Limits: Las Bahias Dr to Yorktown Blvd roadway. Costing Class: Collector(Cl) Length(If): 1,478 Service Area(s): Southside 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,614 cy $ 16.91 $ 61,110 B6 1"Type'D'HMAC 6,735 sy $ 13.78 $ 92,807 B8 IUnderseal I 6,735 I sy I $ 6.46 I $ 43,508 B1212"Compacted Subgrade 7,063 sy $ 5.65 $ 39,909 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,928 sy $ 50.00 $ 246,400 Paving Construction Cost Subtotal: $ 483,734 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 19,349 V Prep ROW 4% $ 19,349 V Traffic Control Construction Phase Traffic Control 3% $ 14,512 V Pavement Markings/Markers 5% $ 24,187 V Roadway Drainage Standard Internal System 35% $ 169,307 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 24,187 V Sewer Minor Adjustments 5% $ 24,187 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,675 V Illumination Standard Ilumination System 6% $ 29,024 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 314,427 Paving and Allowance Subtotal: $ 798,161 Construction Contingency: 20% $ 159,632 Construction Cost TOTAL: $ 958,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 958,000 Bonds: 5% $ 47,900 Engineering/Survey/Testing: 15% $ 143,700 Mobilization 10% $ 95,800 ROW/Easement Acquisition: IFALSE 1 15% $ 143,700 Project Cost TOTAL: $ 1,389,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-n- ' Description: Project No. 14-AJ Project Number: 14-AJ This project consists of the construction of a completely new Limits: 330'E of Pennine Way to Oso Pakway(Proposed Sectii roadway. Costing Class: Collector(Cl) Length(If): 950 Service Area(s): Southside 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,323 cy $ 16.91 $ 39,285 B6 1"Type'D'HMAC 4,330 sy $ 13.78 $ 59,662 B8 IUnderseal I 4,330 I sy I $ 6.46 I $ 27,969 B1212"Compacted Subgrade 4,541 sy $ 5.65 $ 25,656 B13.X No Median 0 sf $ $ D4 (Sidewalk I 3,168 sy $ 50.00 $ 158,400 Paving Construction Cost Subtotal: $ 310,972 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 12,439 V Prep ROW 4% $ 12,439 V Traffic Control Construction Phase Traffic Control 3% $ 9,329 V Pavement Markings/Markers 5% $ 15,549 V Roadway Drainage Standard Internal System 35% $ 108,840 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 15,549 V Sewer Minor Adjustments 5% $ 15,549 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,219 V Illumination Standard Ilumination System 6% $ 18,658 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 202,132 Paving and Allowance Subtotal: $ 513,104 Construction Contingency: 20% $ 102,621 Construction Cost TOTAL: $ 616,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 616,000 Bonds: 5% $ 30,800 Engineering/Survey/Testing: 15% $ 92,400 Mobilization 10% $ 61,600 ROW/Easement Acquisition: IFALSE 1 15% $ 92,400 Project Cost TOTAL: $ 893,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 14-AL Project Number: 14-AL This project consists of the construction of a completely new Limits: Country Rd 7b Cirto Oso Pakrway(Proposed Section) roadway. Costing Class: Collector(Cl) Length(If): 1,795 Service Area(s): Southside 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,388 cy $ 16.91 $ 74,206 B6 1"Type'D'HMAC 8,178 sy $ 13.78 $ 112,695 B8 IUnderseal I 8,178 I sy I $ 6.46 I $ 52,831 B1212"Compacted Subgrade 8,577 sy $ 5.65 $ 48,460 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,984 sy $ 50.00 $ 299,200 Paving Construction Cost Subtotal: $ 587,391 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 23,496 V Prep ROW 4% $ 23,496 V Traffic Control Construction Phase Traffic Control 3% $ 17,622 V Pavement Markings/Markers 5% $ 29,370 V Roadway Drainage Standard Internal System 35% $ 205,587 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 29,370 V Sewer Minor Adjustments 5% $ 29,370 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,748 V Illumination Standard Ilumination System 6% $ 35,243 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 381,804 Paving and Allowance Subtotal: $ 969,196 Construction Contingency: 20% $ 193,839 Construction Cost TOTAL: $ 1,164,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,164,000 Bonds: 5% $ 58,200 Engineering/Survey/Testing: 15% $ 174,600 Mobilization 10% $ 116,400 ROW/Easement Acquisition: IFALSE 1 15% $ 174,600 Project Cost TOTAL: $ 1,688,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 15-D This project consists of the reconstruction of an existing Limits: CR 20Ato 315'S of Mars Hill Dr roadway. Costing Class: Primary Collector(0) Length(If): 2,640 Service Area(s): London Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,920 cy $ 16.91 $ 133,927 B7 1"Type'B'HMAC 14,960 sy $ 11.70 $ 175,032 B8 JUnderseal 14,960 1 sy 1 $ 6.46 $ 96,642 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,960 sy $ 18.99 $ 284,090 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,129,691 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 45,188 V Prep ROW 4% $ 45,188 V Traffic Control Construction Phase Traffic Control 3% $ 33,891 V Pavement Markings/Markers 5% $ 56,485 V Roadway Drainage Standard Internal System 35% $ 395,392 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 56,485 V Sewer Minor Adjustments 5% $ 56,485 V Landscaping(Basic) Sodding and Erosion Control 2% $ 22,594 V Illumination Standard Ilumination System 6% $ 67,781 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,134,299 Paving and Allowance Subtotal: $ 2,263,990 Construction Contingency: 20% $ 452,798 Construction Cost TOTAL: $ 2,717,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,717,000 Bonds: 5% $ 135,850 Engineering/Survey/Testing: 15% $ 407,550 Mobilization 10% $ 271,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 407,550 Project Cost TOTAL:1 $ 3,940,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 15-E This project consists of the reconstruction of an existing Limits: 315'S of Mars Hill Dr to S Staples St roadway. Costing Class: Primary Collector(0) Length(If): 2,640 Service Area(s): London Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,920 cy $ 16.91 $ 133,927 B7 1"Type'B'HMAC 14,960 sy $ 11.70 $ 175,032 B8 JUnderseal 14,960 1 sy 1 $ 6.46 $ 96,642 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,960 sy $ 18.99 $ 284,090 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,129,691 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 45,188 V Prep ROW 4% $ 45,188 V Traffic Control Construction Phase Traffic Control 3% $ 33,891 V Pavement Markings/Markers 5% $ 56,485 V Roadway Drainage Standard Internal System 35% $ 395,392 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 56,485 V Sewer Minor Adjustments 5% $ 56,485 V Landscaping(Basic) Sodding and Erosion Control 2% $ 22,594 V Illumination Standard Ilumination System 6% $ 67,781 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,134,299 Paving and Allowance Subtotal: $ 2,263,990 Construction Contingency: 20% $ 452,798 Construction Cost TOTAL: $ 2,717,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,717,000 Bonds: 5% $ 135,850 Engineering/Survey/Testing: 15% $ 407,550 Mobilization 10% $ 271,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 407,550 Project Cost TOTAL:1 $ 3,940,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 15-F This project consists of the reconstruction of an existing Limits: S Staples St to Kitty Hawk Dr(PR Segment) roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,640 Service Area(s): London Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,507 cy $ 16.91 $ 143,848 B7 1"Type'B'HMAC 16,133 sy $ 11.70 $ 188,760 B8 JUnderseal 16,133 1 sy 1 $ 6.46 $ 104,221 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,133 sy 1 $ 18.99 $ 306,372 B13 lConcrete Median 10,560 sf $ 53.96 $ 569,818 D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,753,019 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,171— V Prep ROW 4% $ 70,121 V Traffic Control Construction Phase Traffic Control 3% $ 52,591 V Pavement Markings/Markers 5% $ 87,651 V Roadway Drainage Standard Internal System 35% $ 613,557 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 87,651 V Sewer Minor Adjustments 5% $ 87,651 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,060 V Illumination Standard Ilumination System 6% $ 105,181 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,539,462 Paving and Allowance Subtotal: $ 3,292,481 Construction Contingency: 20% $ 658,496 Construction Cost TOTAL: $ 3,951,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,951,000 Bonds: 5% $ 197,550 Engineering/Survey/Testing: 15% $ 592,650 Mobilization 10% $ 395,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 592,650 Project Cost TOTAL:1 $ 5,729,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 15-G This project consists of the reconstruction of an existing Limits: Kitty Hawk Dr(PR Segment)to City Limits roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,640 Service Area(s): London Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 8,507 cy 1 $ 16.91 $ 143,848 B7 1"Type'B'HMAC 16,133 sy 1 $ 11.70 $ 188,760 B8 JUnderseal 16,133 1 sy 1 $ 6.46 $ 104,221 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,133 sy $ 18.99 $ 306,372 B13 lConcrete Median 10,560 sf $ 53.96 $ 569,818 D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,753,019 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,171— V Prep ROW 4% $ 70,121 V Traffic Control Construction Phase Traffic Control 3% $ 52,591 V Pavement Markings/Markers 5% $ 87,651 V Roadway Drainage Standard Internal System 35% $ 613,557 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 87,651 V Sewer Minor Adjustments 5% $ 87,651 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,060 V Illumination Standard Ilumination System 6% $ 105,181 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,539,462 Paving and Allowance Subtotal: $ 3,292,481 Construction Contingency: 20% $ 658,496 Construction Cost TOTAL: $ 3,951,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,951,000 Bonds: 5% $ 197,550 Engineering/Survey/Testing: 15% $ 592,650 Mobilization 10% $ 395,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 592,650 Project Cost TOTAL:1 $ 5,729,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 15-U This project consists of the reconstruction of an existing Limits: CR 43 to Lady Claudia St roadway. Costing Class: Primary Collector(0) Length(If): 2,006 Service Area(s): London Description Expansion Project oadway Construction Cost Projection r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,019 cy $ 16.91 $ 101,785 B7 1"Type'B'HMAC 11,370 sy $ 11.70 $ 133,024 B8 JUnderseal 11,370 1 sy 1 $ 6.46 $ 73,448 B11 8"Lime stabilized(8%),12"Compacted Subgrade 11,370 sy $ 18.99 $ 215,909 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 6,688 sy $ 50.00 $ 334,400 Paving Construction Cost Subtotal: $ 858,565 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 34,343 V Prep ROW 4% $ 34,343 V Traffic Control Construction Phase Traffic Control 3% $ 25,757 V Pavement Markings/Markers 5% $ 42,928 V Roadway Drainage Standard Internal System 35% $ 300,498 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 42,928 V Sewer Minor Adjustments 5% $ 42,928 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,171 V Illumination Standard Ilumination System 6% $ 51,514 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 558,067 Paving and Allowance Subtotal: $ 1,416,633 Construction Contingency: Q070 $ 283,327 Construction Cost TOT $ 1,700,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,700,000 Bonds: 5% $ 85,000 Engineering/Survey/Testing: 15% $ 255,000 Mobilization 10% $ 170,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 255,000 Project Cost TOTAL:1 $ 2,465,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 15-V This project consists of the reconstruction of an existing Limits: Lady Claudia St to City Limits roadway. Costing Class: Primary Collector(0) Length(If): 3,960 Service Area(s): London Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 11,880 cy $ 16.91 $ 200,891 B7 1"Type'B'HMAC 22,440 sy $ 11.70 $ 262,548 B8 JUnderseal 22,440 1 sy 1 $ 6.46 $ 144,962 B11 8"Lime stabilized(8%),12"Compacted Subgrade 22,440 sy $ 18.99 $ 426,136 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 13,200 sy $ 50.00 $ 660,000 Paving Construction Cost Subtotal: $ 1,694,537 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 67,771- V Prep ROW 4% $ 67,781 V Traffic Control Construction Phase Traffic Control 3% $ 50,836 V Pavement Markings/Markers 5% $ 84,727 V Roadway Drainage Standard Internal System 35% $ 593,088 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 84,727 V Sewer Minor Adjustments 5% $ 84,727 V Landscaping(Basic) Sodding and Erosion Control 2% $ 33,891 V Illumination Standard Ilumination System 6% $ 101,672 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,501,449 Paving and Allowance Subtotal: $ 3,195,986 Construction Contingency: 20% $ 639,197 Construction Cost TOTAL: $ 3,836,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,836,000 Bonds: 5% $ 191,800 Engineering/Survey/Testing: 15% $ 575,400 Mobilization 10% $ 383,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 575,400 Project Cost TOTAL:1 $ 5,562,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 15-W This project consists of the reconstruction of an existing Limits: Lady Alexa Dr to N-S Segment 2 roadway. Costing Class: Primary Collector(0) Length(If): 2,746 Service Area(s): London Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,237 cy $ 16.91 $ 139,284 B7 1"Type'B'HMAC 15,558 sy $ 11.70 $ 182,033 B8 JUnderseal 15,558 1 sy 1 $ 6.46 $ 100,507 B11 8"Lime stabilized(8%),12"Compacted Subgrade 15,558 sy $ 18.99 $ 295,454 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 9,152 sy $ 50.00 $ 457,600 Paving Construction Cost Subtotal: $ 1,174,879 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 46,975- V Prep ROW 4% $ 46,995 V Traffic Control Construction Phase Traffic Control 3% $ 35,246 V Pavement Markings/Markers 5% $ 58,744 V Roadway Drainage Standard Internal System 35% $ 411,208 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 58,744 V Sewer Minor Adjustments 5% $ 58,744 V Landscaping(Basic) Sodding and Erosion Control 2% $ 23,498 V Illumination Standard Ilumination System 6% $ 70,493 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,163,671 Paving and Allowance Subtotal: $ 2,338,550 Construction Contingency: 20% $ 467,710 Construction Cost TOTAL: $ 2,807,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,807,000 Bonds: 5% $ 140,350 Engineering/Survey/Testing: 15% $ 421,050 Mobilization 10% $ 280,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 421,050 Project Cost TOTAL:1 $ 4,070,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 15-X This project consists of the reconstruction of an existing Limits: N-S Segment 2 to CR 33 roadway. Costing Class: Primary Collector(0) Length(If): 1,056 Service Area(s): London Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,168 cy $ 16.91 $ 53,571 B7 1"Type'B'HMAC 5,984 sy $ 11.70 $ 70,013 B8 Underseal 5,984 sy $ 6.46 $ 38,657 B11 8"Lime stabilized(8%),12"Compacted Subgrade 5,984 sy $ 18.99 $ 113,636 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 3,520 sy $ 50.00 $ 176,000 Paving Construction Cost Subtotal: $ 451,876 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 18,075 V Prep ROW 4% $ 18,075 V Traffic Control Construction Phase Traffic Control 3% $ 13,556 V Pavement Markings/Markers 5% $ 22,594 V Roadway Drainage Standard Internal System 35% $ 158,157 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 22,594 V Sewer Minor Adjustments 5% $ 22,594 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,038 V Illumination Standard Ilumination System 6% $ 27,113 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 293,720 Paving and Allowance Subtotal: $ 745,596 Construction Contingency: 20% $ 149,119 Construction Cost TOTAL: $ 895,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 895,000 Bonds: 5% $ 44,750 Engineering/Survey/Testing: 15% $ 134,250 Mobilization 10% $ 89,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 134,250 Project Cost TOTAL:1 $ 1,298,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 15-A Project Number: 15-A This project consists of the construction of a completely new Limits: Deer Park Rd to 20A(PR Segment) roadway. Costing Class: Parkway Collector(131) Length(If): 3,168 Service Area(s): London Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,744 cy $ 16.91 $ 130,951 B7 1"Type'B'HMAC 14,432 sy $ 11.70 $ 168,854 B8 IUnderseal I 14,432 I sy I $ 6.46 I $ 93,231 B118"Lime stabilized(8%),12"Compacted Subgrade 14,432 sy $ 18.99 $ 274,064 B13.X No Median 0 sf $ $ D4 (Sidewalk I 10,560 sy $ 50.00 $ 528,000 Paving Construction Cost Subtotal: $ 1,195,100 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 47,804 V Prep ROW 4% $ 47,804 V Traffic Control Construction Phase Traffic Control 3% $ 35,853 V Pavement Markings/Markers 5% $ 59,755 V Roadway Drainage Standard Internal System 35% $ 418,285 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 59,755 V Sewer Minor Adjustments 5% $ 59,755 V Landscaping(Basic) Sodding and Erosion Control 2% $ 23,902 V Illumination Standard Ilumination System 6% $ 71,706 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,176,815 Paving and Allowance Subtotal: $ 2,371,915 Construction Contingency: 20% $ 474,383 Construction Cost TOTAL: $ 2,847,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,847,000 Bonds: 5% $ 142,350 Engineering/Survey/Testing: 15% $ 427,050 Mobilization 10% $ 284,700 ROW/Easement Acquisition: IFALSE 1 15% $ 427,050 Project Cost TOTAL: $ 4,128,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " ENGINEERS Rough Proportionality Study �n `= = / Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 15-B This project consists of the construction of a completely new Limits: 20A(PR Segment)to City Limits roadway. Costing Class: Parkway Collector(131) Length(If): 1,584 Service Area(s): London Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,872 cy $ 16.91 $ 65,476 B7 1"Type'B'HMAC 7,216 sy $ 11.70 $ 84,427 B8 IUnderseal I 7,216 I sy I $ 6.46 I $ 46,615 B118"Lime stabilized(8%),12"Compacted Subgrade 7,216 sy $ 18.99 $ 137,032 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,280 sy $ 50.00 $ 264,000 Paving Construction Cost Subtotal: $ 597,550 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 23,902 V Prep ROW 4% $ 23,902 V Traffic Control Construction Phase Traffic Control 3% $ 17,926 V Pavement Markings/Markers 5% $ 29,877 V Roadway Drainage Standard Internal System 35% $ 209,142 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 29,877 V Sewer Minor Adjustments 5% $ 29,877 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,951 V Illumination Standard Ilumination System 6% $ 35,853 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 388,407 Paving and Allowance Subtotal: $ 985,957 Construction Contingency: 20% $ 197,191 Construction Cost TOTAL: $ 1,184,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,184,000 Bonds: 5% $ 59,200 Engineering/Survey/Testing: 15% $ 177,600 Mobilization 10% $ 118,400 ROW/Easement Acquisition: IFALSE 1 15% $ 177,600 Project Cost TOTAL: $ 1,717,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 15-C This project consists of the construction of a completely new Limits: City Limits to S Oso Pkwy(PR Segment) roadway. Costing Class: Primary Collector(0) Length(If): 1,320 Service Area(s): London Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,960 cy $ 16.91 $ 66,964 B7 1"Type'B'HMAC 7,480 sy $ 11.70 $ 87,516 B8 IUnderseal I 7,480 I sy I $ 6.46 I $ 48,321 B118"Lime stabilized(8%),12"Compacted Subgrade 7,480 sy $ 18.99 $ 142,045 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,400 sy $ 50.00 $ 220,000 Paving Construction Cost Subtotal: $ 564,846 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 22,594 V Prep ROW 4% $ 22,594 V Traffic Control Construction Phase Traffic Control 3% $ 16,945 V Pavement Markings/Markers 5% $ 28,242 V Roadway Drainage Standard Internal System 35% $ 197,696 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 28,242 V Sewer Minor Adjustments 5% $ 28,242 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,297 V Illumination Standard Ilumination System 6% $ 33,891 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 367,150 Paving and Allowance Subtotal: $ 931,995 Construction Contingency: 20% $ 186,399 Construction Cost TOTAL: $ 1,119,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,119,000 Bonds: 5% $ 55,950 Engineering/Survey/Testing: 15% $ 167,850 Mobilization 10% $ 111,900 ROW/Easement Acquisition: IFALSE 1 15% $ 167,850 Project Cost TOTAL: $ 1,623,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 15-H Project Number: 15-H This project consists of the construction of a completely new Limits: Kitty Hawk Dr(PR Segment)to City Limits roadway. Costing Class: Primary Collector(0) Length(If): 3,326 Service Area(s): London Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 9,979 cy $ 16.91 $ 168,748 B7 1"Type'B'HMAC 18,850 sy $ 11.70 $ 220,540 B8 IUnderseal I 18,850 I sy I $ 6.46 I $ 121,768 B118"Lime stabilized(8%),12"Compacted Subgrade 18,850 sy $ 18.99 $ 357,954 B13.X No Median 0 sf $ $ D4 (Sidewalk I 11,088 sy $ 50.00 $ 554,400 Paving Construction Cost Subtotal: $ 1,423,411 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 56,936 V Prep ROW 4% $ 56,936 V Traffic Control Construction Phase Traffic Control 3% $ 42,702 V Pavement Markings/Markers 5% $ 71,171 V Roadway Drainage Standard Internal System 35% $ 498,194 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 71,171 V Sewer Minor Adjustments 5% $ 71,171 V Landscaping(Basic) Sodding and Erosion Control 2% $ 28,468 V Illumination Standard Ilumination System 6% $ 85,405 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,325,217 Paving and Allowance Subtotal: $ 2,748,628 Construction Contingency: 20% $ 549,726 Construction Cost TOTAL: $ 3,299,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,299,000 Bonds: 5% $ 164,950 Engineering/Survey/Testing: 15% $ 494,850 Mobilization 10% $ 329,900 ROW/Easement Acquisition: IFALSE 1 15% $ 494,850 Project Cost TOTAL: $ 4,784,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 15-1 Project Number: 15-1 This project consists of the construction of a completely new Limits: CR 41 to N-S Segment 1 roadway. Costing Class: Collector(Cl) Length(If): 2,534 Service Area(s): London Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,195 cy $ 16.91 $ 104,761 B6 1"Type'D'HMAC 11,546 sy $ 13.78 $ 159,098 B8 IUnderseal I 11,546 I sy I $ 6.46 I $ 74,585 B1212"Compacted Subgrade 12,109 sy $ 5.65 $ 68,415 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,448 sy $ 50.00 $ 422,400 Paving Construction Cost Subtotal: $ 829,258 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 33,170 V Prep ROW 4% $ 33,170 V Traffic Control Construction Phase Traffic Control 3% $ 24,878 V Pavement Markings/Markers 5% $ 41,463 V Roadway Drainage Standard Internal System 35% $ 290,240 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 41,463 V Sewer Minor Adjustments 5% $ 41,463 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,585 V Illumination Standard Ilumination System 6% $ 49,756 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 539,018 Paving and Allowance Subtotal: $ 1,368,277 Construction Contingency: 20% $ 273,655 Construction Cost TOTAL: $ 1,642,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,642,000 Bonds: 5% $ 82,100 Engineering/Survey/Testing: 15% $ 246,300 Mobilization 10% $ 164,200 ROW/Easement Acquisition: IFALSE 1 15% $ 246,300 Project Cost TOTAL: $ 2,381,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 15-J Project Number: 15-J This project consists of the construction of a completely new Limits: N-S Segment 1 to S Oso Pkwy roadway. Costing Class: Collector(Cl) Length(If): 2,376 Service Area(s): London Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,808 cy $ 16.91 $ 98,213 B6 1"Type'D'HMAC 10,824 sy $ 13.78 $ 149,155 B8 IUnderseal I 10,824 I sy I $ 6.46 I $ 69,923 B1212"Compacted Subgrade 11,352 sy $ 5.65 $ 64,139 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,920 sy $ 50.00 $ 396,000 Paving Construction Cost Subtotal: $ 777,430 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 31,097 V Prep ROW 4% $ 31,097 V Traffic Control Construction Phase Traffic Control 3% $ 23,323 V Pavement Markings/Markers 5% $ 38,871 V Roadway Drainage Standard Internal System 35% $ 272,100 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 38,871 V Sewer Minor Adjustments 5% $ 38,871 V Landscaping(Basic) Sodding and Erosion Control 2% $ 15,549 V Illumination Standard Ilumination System 6% $ 46,646 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 505,329 Paving and Allowance Subtotal: $ 1,282,759 Construction Contingency: 20% $ 256,552 Construction Cost TOTAL: $ 1,540,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,540,000 Bonds: 5% $ 77,000 Engineering/Survey/Testing: 15% $ 231,000 Mobilization 10% $ 154,000 ROW/Easement Acquisition: IFALSE 1 15% $ 231,000 Project Cost TOTAL: $ 2,233,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 15-K This project consists of the construction of a completely new Limits: CR 41 to N-S Segment 1 roadway. Costing Class: Primary Collector(0) Length(If): 1,214 Service Area(s): London Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,643 cy $ 16.91 $ 61,607 B7 1"Type'B'HMAC 6,882 sy $ 11.70 $ 80,515 B8 IUnderseal I 6,882 I sy I $ 6.46 I $ 44,455 B118"Lime stabilized(8%),12"Compacted Subgrade 6,882 sy $ 18.99 $ 130,682 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,048 sy $ 50.00 $ 202,400 Paving Construction Cost Subtotal: $ 519,658 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 20,786 V Prep ROW 4% $ 20,786 V Traffic Control Construction Phase Traffic Control 3% $ 15,590 V Pavement Markings/Markers 5% $ 25,983 V Roadway Drainage Standard Internal System 35% $ 181,880 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 25,983 V Sewer Minor Adjustments 5% $ 25,983 V Landscaping(Basic) Sodding and Erosion Control 2% $ 10,393 V Illumination Standard Ilumination System 6% $ 31,179 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 337,778 Paving and Allowance Subtotal: $ 857,436 Construction Contingency: 20% $ 171,487 Construction Cost TOTAL: $ 1,029,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,029,000 Bonds: 5% $ 51,450 Engineering/Survey/Testing: 15% $ 154,350 Mobilization 10% $ 102,900 ROW/Easement Acquisition: IFALSE 1 15% $ 154,350 Project Cost TOTAL: $ 1,492,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- "�,�, Description: Project No. 15-L Project Number: 15-L This project consists of the construction of a completely new Limits: N-S Segment 1 to Kitty Hawk Dr roadway. Costing Class: Collector(Cl) Length(If): 634 Service Area(s): London Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,549 cy $ 16.91 $ 26,190 B6 1"Type'D'HMAC 2,886 sy $ 13.78 $ 39,775 B8 IUnderseal I 2,886 I sy I $ 6.46 I $ 18,646 B1212"Compacted Subgrade 3,027 sy $ 5.65 $ 17,104 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,112 sy $ 50.00 $ 105,600 Paving Construction Cost Subtotal: $ 207,315 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 8,293 V Prep ROW 4% $ 8,293 V Traffic Control Construction Phase Traffic Control 3% $ 6,219 V Pavement Markings/Markers 5% $ 10,366 V Roadway Drainage Standard Internal System 35% $ 72,560 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 10,366 V Sewer Minor Adjustments 5% $ 10,366 V Landscaping(Basic) Sodding and Erosion Control 2% $ 4,146 V Illumination Standard Ilumination System 6% $ 12,439 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 134,755 Paving and Allowance Subtotal: $ 342,069 Construction Contingency: 20% $ 68,414 Construction Cost TOTAL: $ 411,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 411,000 Bonds: 5% $ 20,550 Engineering/Survey/Testing: 15% $ 61,650 Mobilization 10% $ 41,100 ROW/Easement Acquisition: IFALSE 1 15% $ 61,650 Project Cost TOTAL: $ 596,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 15-M This project consists of the construction of a completely new Limits: City Limits to City Limits roadway. Costing Class: Parkway Collector(131) Length(If): 3,696 Service Area(s): London Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 9,035 cy $ 16.91 $ 152,776 B7 1"Type'B'HMAC 16,837 sy $ 11.70 $ 196,997 B8 IUnderseal I 16,837 I sy I $ 6.46 I $ 108,769 B118"Lime stabilized(8%),12"Compacted Subgrade 16,837 sy $ 18.99 $ 319,741 B13.X No Median 0 sf $ $ D4 (Sidewalk I 12,320 sy $ 50.00 $ 616,000 Paving Construction Cost Subtotal: $ 1,394,283 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 55,771 V Prep ROW 4% $ 55,771 V Traffic Control Construction Phase Traffic Control 3% $ 41,828 V Pavement Markings/Markers 5% $ 69,714 V Roadway Drainage Standard Internal System 35% $ 487,999 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 69,714 V Sewer Minor Adjustments 5% $ 69,714 V Landscaping(Basic) Sodding and Erosion Control 2% $ 27,886 V Illumination Standard Ilumination System 6% $ 83,657 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,306,284 Paving and Allowance Subtotal: $ 2,700,567 Construction Contingency: 20% $ 540,113 Construction Cost TOTAL: $ 3,241,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,241,000 Bonds: 5% $ 162,050 Engineering/Survey/Testing: 15% $ 486,150 Mobilization 10% $ 324,100 ROW/Easement Acquisition: IFALSE 1 15% $ 486,150 Project Cost TOTAL: $ 4,699,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'ki, �fi. Description: Project No. 15-S Project Number: 15-S This project consists of the construction of a completely new Limits: Lady Alexa Dr to City Limits roadway. Costing Class: Primary Collector(0) Length(If): 2,746 Service Area(s): London Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 8,237 cy $ 16.91 $ 139,284 B7 1"Type'B'HMAC 15,558 sy $ 11.70 $ 182,033 B8 IUnderseal I 15,558 I sy I $ 6.46 I $ 100,507 B118"Lime stabilized(8%),12"Compacted Subgrade 15,558 sy $ 18.99 $ 295,454 B13.X No Median 0 sf $ $ D4 (Sidewalk I 9,152 sy $ 50.00 $ 457,600 Paving Construction Cost Subtotal: $ 1,174,879 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 46,995 V Prep ROW 4% $ 46,995 V Traffic Control Construction Phase Traffic Control 3% $ 35,246 V Pavement Markings/Markers 5% $ 58,744 V Roadway Drainage Standard Internal System 35% $ 411,208 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 58,744 V Sewer Minor Adjustments 5% $ 58,744 V Landscaping(Basic) Sodding and Erosion Control 2% $ 23,498 V Illumination Standard Ilumination System 6% $ 70,493 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,163,671 Paving and Allowance Subtotal: $ 2,338,550 Construction Contingency: 20% $ 467,710 Construction Cost TOTAL: $ 2,807,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,807,000 Bonds: 5% $ 140,350 Engineering/Survey/Testing: 15% $ 421,050 Mobilization 10% $ 280,700 ROW/Easement Acquisition: IFALSE 1 15% $ 421,050 Project Cost TOTAL: $ 4,070,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 16-C This project consists of the reconstruction of an existing Limits: Roadway Limits to Webb St roadway. Costing Class: Primary Arterial(A3) Length(If): 3,696 Service Area(s): Flour Bluff 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 17,043 cy $ 16.91 $ 288,191 B7 1"Type'B'HMAC 32,853 sy $ 11.70 $ 384,384 B8 Underseal 32,853 sy $ 6.46 $ 212,233 B11 8"Lime stabilized(8%),12"Compacted Subgrade 32,853 sy $ 18.99 $ 623,885 B13 lConcrete Median 18,480 sf $ 53.96 $ 997,181 D4 ISidewalk 12,320 sy $ 50.00 $ 616,000 Paving Construction Cost Subtotal: $ 3,121,874 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 124,875 V Prep ROW 4% $ 124,875 V Traffic Control Construction Phase Traffic Control 3% $ 93,656 V Pavement Markings/Markers 5% $ 156,094 V Roadway Drainage Standard Internal System 35% $ 1,092,656 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 156,094 V Sewer Minor Adjustments 5% $ 156,094 V Landscaping(Basic) Sodding and Erosion Control 2% $ 62,437 V Illumination Standard Ilumination System 6% $ 187,312 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,429,218 Paving and Allowance Subtotal: $ 5,551,091 Construction Contingency: Q070 $ 1,110,218 Construction Cost TOT $ 6,662,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 6,662,000 Bonds: 5% $ 333,100 Engineering/Survey/Testing: 15% $ 999,300 Mobilization 10% $ 666,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 999,300 Project Cost TOTAL:1 $ 9,660,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 16-E This project consists of the reconstruction of an existing Limits: Webb St to Claride St roadway. Costing Class: Secondary Arterial(A2) Length(If): 370 Service Area(s): Flour Bluff 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 1,191 cy $ 16.91 $ 20,139 B7 1"Type'B'HMAC 2,259 sy $ 11.70 $ 26,426 B8 JUnderseal 2,259 1 sy 1 $ 6.46 $ 14,591 B11 8"Lime stabilized(8%),12"Compacted Subgrade 2,259 sy $ 18.99 $ 42,892 B13 lConcrete Median 1,478 sf $ 53.96 $ 79,774 D4 ISidewalk 1,232 sy $ 50.00 $ 61,600 Paving Construction Cost Subtotal: $ 245,423 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 9,817 V Prep ROW 4% $ 9,817 V Traffic Control Construction Phase Traffic Control 3% $ 7,363 V Pavement Markings/Markers 5% $ 12,271 V Roadway Drainage Standard Internal System 35% $ 85,898 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 12,271 V Sewer Minor Adjustments 5% $ 12,271 V Landscaping(Basic) Sodding and Erosion Control 2% $ 4,908 V Illumination Standard Ilumination System 6% $ 14,725 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 159,525 Paving and Allowance Subtotal: $ 404,947 Construction Contingency: 20% $ 80,989 Construction Cost TOTAL: $ 486,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 486,000 Bonds: 5% $ 24,300 Engineering/Survey/Testing: 15% $ 72,900 Mobilization 10% $ 48,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 72,900 Project Cost TOTAL:1 $ 705,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON � EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 16-F This project consists of the reconstruction of an existing Limits: Claride St to John F Kennedy Memorial Causeway roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,584 Service Area(s): Flour Bluff 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 5,104 cy $ 16.91 $ 86,309 B7 1"Type'B'HMAC 9,680 sy $ 11.70 $ 113,256 B8 Underseal 9,680 sy $ 6.46 $ 62,533 B11 8"Lime stabilized(8%),12"Compacted Subgrade 9,680 sy $ 18.99 $ 183,823 B13 lConcrete Median 6,336 sf $ 53.96 $ 341,891 D4 ISidewalk 5,280 sy $ 50.00 $ 264,000 Paving Construction Cost Subtotal: $ 1,051,811 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 42,072 V Prep ROW 4% $ 42,072 V Traffic Control Construction Phase Traffic Control 3% $ 31,554 V Pavement Markings/Markers 5% $ 52,591 V Roadway Drainage Standard Internal System 35% $ 368,134 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 52,591 V Sewer Minor Adjustments 5% $ 52,591 V Landscaping(Basic) Sodding and Erosion Control 2% $ 21,036 V Illumination Standard Ilumination System 6% $ 63,109 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 683,677 Paving and Allowance Subtotal: $ 1,735,488 Construction Contingency: 20% $ 347,098 Construction Cost TOTAL: $ 2,083,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,083,000 Bonds: 5% $ 104,150 Engineering/Survey/Testing: 15% $ 312,450 Mobilization 10% $ 208,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 312,450 Project Cost TOTAL:1 $ 3,020,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 16-G This project consists of the reconstruction of an existing Limits: John F Kennedy Memorial Causeway to Compton Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,214 Service Area(s): Flour Bluff 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,913 cy $ 16.91 $ 66,170 B7 1"Type'B'HMAC 7,421 sy $ 11.70 $ 86,830 B8 JUnderseal 7,421 1 sy 1 $ 6.46 $ 47,942 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,421 sy $ 18.99 $ 140,931 B13 lConcrete Median 4,858 sf $ 53.96 $ 262,116 D4 ISidewalk 4,048 sy $ 50.00 $ 202,400 Paving Construction Cost Subtotal: $ 806,389 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 32,256 V Prep ROW 4% $ 32,256 V Traffic Control Construction Phase Traffic Control 3% $ 24,192 V Pavement Markings/Markers 5% $ 40,319 V Roadway Drainage Standard Internal System 35% $ 282,236 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 40,319 V Sewer Minor Adjustments 5% $ 40,319 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,128 V Illumination Standard Ilumination System 6% $ 48,383 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 524,153 Paving and Allowance Subtotal: $ 1,330,541 Construction Contingency: 20% $ 266,108 Construction Cost TOTAL: $ 1,597,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,597,000 Bonds: 5% $ 79,850 Engineering/Survey/Testing: 15% $ 239,550 Mobilization 10% $ 159,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 239,550 Project Cost TOTAL:1 $ 2,316,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 16-H This project consists of the reconstruction of an existing Limits: Compton Rd to Graham Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,373 Service Area(s): Flour Bluff 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,423 cy $ 16.91 $ 74,801 B7 1"Type'B'HMAC 8,389 sy $ 11.70 $ 98,155 B8 JUnderseal 8,389 1 sy 1 $ 6.46 $ 54,195 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,389 sy $ 18.99 $ 159,313 B13 lConcrete Median 5,491 sf $ 53.96 $ 296,305 D4 ISidewalk 4,576 sy $ 50.00 $ 228,800 Paving Construction Cost Subtotal: $ 911,570 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 36,463 V Prep ROW 4% $ 36,463 V Traffic Control Construction Phase Traffic Control 3% $ 27,347 V Pavement Markings/Markers 5% $ 45,578 V Roadway Drainage Standard Internal System 35% $ 319,049 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 45,578 V Sewer Minor Adjustments 5% $ 45,578 V Landscaping(Basic) Sodding and Erosion Control 2% $ 18,231 V Illumination Standard Ilumination System 6% $ 54,694 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 592,520 Paving and Allowance Subtotal: $ 1,504,090 Construction Contingency: 20% $ 300,818 Construction Cost TOTAL: $ 1,805,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,805,000 Bonds: 5% $ 90,250 Engineering/Survey/Testing: 15% $ 270,750 Mobilization 10% $ 180,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 270,750 Project Cost TOTAL:1 $ 2,617,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 16-1 This project consists of the reconstruction of an existing Limits: Graham Rd to Don Patricio Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,640 Service Area(s): Flour Bluff 1 Description Expansion Project oadway Construction • • • No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 8,507 cy $ 16.91 $ 143,848 B7 1"Type'B'HMAC 16,133 sy $ 11.70 $ 188,760 B8 JUnderseal 16,133 1 sy 1 $ 6.46 $ 104,221 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,133 sy 1 $ 18.99 $ 306,372 B13 lConcrete Median 10,560 sf $ 53.96 $ 569,818 D4 ISidewalk 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 1,753,019 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,171— V Prep ROW 4% $ 70,121 V Traffic Control Construction Phase Traffic Control 3% $ 52,591 V Pavement Markings/Markers 5% $ 87,651 V Roadway Drainage Standard Internal System 35% $ 613,557 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 87,651 V Sewer Minor Adjustments 5% $ 87,651 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,060 V Illumination Standard Ilumination System 6% $ 105,181 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,539,462 Paving and Allowance Subtotal: $ 3,292,481 Construction Contingency: 20% $ 658,496 Construction Cost TOTAL: $ 3,951,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,951,000 Bonds: 5% $ 197,550 Engineering/Survey/Testing: 15% $ 592,650 Mobilization 10% $ 395,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 592,650 Project Cost TOTAL:1 $ 5,729,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON � EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 16-J This project consists of the reconstruction of an existing Limits: Don Patricio Rd to Stardust Ln(PR Segment) roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,320 Service Area(s): Flour Bluff 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,253 cy $ 16.91 $ 71,924 B7 1"Type'B'HMAC 8,067 sy $ 11.70 $ 94,380 B8 JUnderseal 8,067 1 sy 1 $ 6.46 $ 52,111 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,067 sy $ 18.99 $ 153,186 B13 lConcrete Median 5,280 sf $ 53.96 $ 284,909 D4 ISidewalk 4,400 sy $ 50.00 $ 220,000 Paving Construction Cost Subtotal: $ 876,509 Major Construction Component Allowances: %1111 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 35,060 V Prep ROW 4% $ 35,060 V Traffic Control Construction Phase Traffic Control 3% $ 26,295 V Pavement Markings/Markers 5% $ 43,825 V Roadway Drainage Standard Internal System 35% $ 306,778 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 43,825 V Sewer Minor Adjustments 5% $ 43,825 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,530 V Illumination Standard Ilumination System 6% $ 52,591 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 569,731 Paving and Allowance Subtotal: $ 1,446,240 Construction Contingency: 20% $ 289,248 Construction Cost TOTAL: $ 1,736,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,736,000 Bonds: 5% $ 86,800 Engineering/Survey/Testing: 15% $ 260,400 Mobilization 10% $ 173,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 260,400 Project Cost TOTAL:1 $ 2,517,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 16-K This project consists of the reconstruction of an existing Limits: Stardust Ln(PR Segment)to Purdue Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,320 Service Area(s): Flour Bluff 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,253 cy $ 16.91 $ 71,924 B7 1"Type'B'HMAC 8,067 sy $ 11.70 $ 94,380 B8 JUnderseal 8,067 1 sy 1 $ 6.46 $ 52,111 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,067 sy $ 18.99 $ 153,186 B13 lConcrete Median 5,280 sf $ 53.96 $ 284,909 D4 ISidewalk 4,400 sy $ 50.00 $ 220,000 Paving Construction Cost Subtotal: $ 876,509 Major Construction Component Allowances: %1111 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 35,060 V Prep ROW 4% $ 35,060 V Traffic Control Construction Phase Traffic Control 3% $ 26,295 V Pavement Markings/Markers 5% $ 43,825 V Roadway Drainage Standard Internal System 35% $ 306,778 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 43,825 V Sewer Minor Adjustments 5% $ 43,825 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,530 V Illumination Standard Ilumination System 6% $ 52,591 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 569,731 Paving and Allowance Subtotal: $ 1,446,240 Construction Contingency: 20% $ 289,248 Construction Cost TOTAL: $ 1,736,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,736,000 Bonds: 5% $ 86,800 Engineering/Survey/Testing: 15% $ 260,400 Mobilization 10% $ 173,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 260,400 Project Cost TOTAL:1 $ 2,517,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 16-L This project consists of the reconstruction of an existing Limits: Purdue Rd to Hustlin Hornet Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 317 Service Area(s): Flour Bluff 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 1,021 cy $ 16.91 $ 17,262 B7 1"Type'B'HMAC 1,936 sy $ 11.70 $ 22,651 B8 JUnderseal 1,936 1 sy 1 $ 6.46 $ 12,507 B11 8"Lime stabilized(8%),12"Compacted Subgrade 1,936 sy $ 18.99 $ 36,765 B13 lConcrete Median 1,267 sf $ 53.96 $ 68,378 D4 ISidewalk 1,056 sy $ 50.00 $ 52,800 Paving Construction Cost Subtotal: $ 210,362 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 8,414 V Prep ROW 4% $ 8,414 V Traffic Control Construction Phase Traffic Control 3% $ 6,311 V Pavement Markings/Markers 5% $ 10,518 V Roadway Drainage Standard Internal System 35% $ 73,627 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 10,518 V Sewer Minor Adjustments 5% $ 10,518 V Landscaping(Basic) Sodding and Erosion Control 2% $ 4,207 V Illumination Standard Ilumination System 6% $ 12,622 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 136,735 Paving and Allowance Subtotal: $ 347,098 Construction Contingency: Q070 $ 69,420 Construction Cost TOT $ 417,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 417,000 Bonds: 5% $ 20,850 Engineering/Survey/Testing: 15% $ 62,550 Mobilization 10% $ 41,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 62,550 Project Cost TOTAL:1 $ 605,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " ENGINEERS Rough Proportionality Study �n `= = / Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 16-M This project consists of the construction of a completely new Limits: Coastline to Flour Bluff Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 3,802 Service Area(s): Flour Bluff 1 Description New Project Roadway Constru ion Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 12,250 cy $ 16.91 $ 207,141 B7 1"Type'B'HMAC 23,232 sy $ 11.70 $ 271,814 B8 IUnderseal I 23,232 I sy I $ 6.46 I $ 150,079 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,232 sy $ 18.99 $ 441,176 B13 lConcrete Median 15,206 sf $ 53.96 $ 820,537 D4 ISidewalk I 12,672 sy $ 50.00 $ 633,600 I I I I Paving Construction Cost Subtotal: $ 2,524,347 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 100,974 V Prep ROW 4% $ 100,974 V Traffic Control Construction Phase Traffic Control 3% $ 75,730 V Pavement Markings/Markers 5% $ 126,217 V Roadway Drainage Standard Internal System 35% $ 883,521 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 126,217 V Sewer Minor Adjustments 5% $ 126,217 V Landscaping(Basic) Sodding and Erosion Control 2% $ 50,487 V Illumination Standard Ilumination System 6% $ 151,461 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 2,040,825 Paving and Allowance Subtotal: $ 4,565,172 Construction Contingency: 20% $ 913,034 Construction Cost TOTAL: $ 5,479,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,479,000 Bonds: 5% $ 273,950 Engineering/Survey/Testing: 15% $ 821,850 Mobilization 10% $ 547,900 ROW/Easement Acquisition: IFALSE 1 15% $ 821,850 Project Cost TOTAL: $ 7,945,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-A This project consists of the reconstruction of an existing Limits: Laguna Shores Rd to Waldron Rd roadway. Costing Class: Secondary Collector(C2) Length(If): 4,635 Service Area(s): Flour Bluff 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 11,587 cy $ 16.91 $ 195,945 B7 1"Type'B'HMAC 21,630 sy $ 11.70 $ 253,071 B8 JUnderseal 21,630 1 sy 1 $ 6.46 $ 139,730 B11 8"Lime stabilized(8%),12"Compacted Subgrade 21,630 sy $ 18.99 $ 410,754 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 15,450 sy $ 50.00 $ 772,500 Paving Construction Cost Subtotal: $ 1,771,999 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,880 V Prep ROW 4% $ 70,880 V Traffic Control Construction Phase Traffic Control 3% $ 53,160 V Pavement Markings/Markers 5% $ 88,600 V Roadway Drainage Standard Internal System 35% $ 620,200 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 88,600 V Sewer Minor Adjustments 5% $ 88,600 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,440 V Illumination Standard Ilumination System 6% $ 106,320 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,551,799 Paving and Allowance Subtotal: $ 3,323,799 Construction Contingency: 20% $ 664,760 Construction Cost TOTAL: $ 3,989,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,989,000 Bonds: 5% $ 199,450 Engineering/Survey/Testing: 15% $ 598,350 Mobilization 10% $ 398,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 598,350 Project Cost TOTAL:1 $ 5,784,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-B This project consists of the reconstruction of an existing Limits: Waldron Rd to Flour Bluff Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 5,300 Service Area(s): Flour Bluff 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 17,078 cy $ 16.91 $ 288,785 B7 1"Type'B'HMAC 32,389 sy $ 11.70 $ 378,950 B8 JUnderseal 32,389 1 sy 1 $ 6.46 $ 209,232 B11 8"Lime stabilized(8%),12"Compacted Subgrade 32,389 sy $ 18.99 $ 615,065 B13 lConcrete Median 21,200 sf $ 53.96 $ 1,143,952 D4 ISidewalk 17,667 sy $ 50.00 $ 883,333 Paving Construction Cost Subtotal: $ 3,519,318 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 140,773 V Prep ROW 4% $ 140,773 V Traffic Control Construction Phase Traffic Control 3% $ 105,580 V Pavement Markings/Markers 5% $ 175,966 V Roadway Drainage Standard Internal System 35% $ 1,231,761 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 175,966 V Sewer Minor Adjustments 5% $ 175,966 V Landscaping(Basic) Sodding and Erosion Control 2% $ 70,386 V Illumination Standard Ilumination System 6% $ 211,159 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 800,000 Other: $0 $ - Allowance Subtotal: $ 3,087,557 Paving and Allowance Subtotal: $ 6,606,874 Construction Contingency: 20% $ 1,321,375 Construction Cost TOTAL: $ 7,929,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 7,929,000 Bonds: 5% $ 396,450 Engineering/Survey/Testing: 15% $ 1,189,350 Mobilization 10% $ 792,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 1,189,350 Project Cost TOTAL:1 $ 11,497,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-C This project consists of the reconstruction of an existing Limits: Flour Bluff Dr to Scarlet Oak Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,662 Service Area(s): Flour Bluff 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,578 cy $ 16.91 $ 145,046 B7 1"Type'B'HMAC 16,268 sy $ 11.70 $ 190,333 B8 JUnderseal 16,268 1 sy 1 $ 6.46 $ 105,090 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,268 sy $ 18.99 $ 308,925 B13 lConcrete Median 10,648 sf $ 53.96 $ 574,566 D4 ISidewalk 8,873 sy $ 50.00 $ 443,667 Paving Construction Cost Subtotal: $ 1,767,627 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,775- V Prep ROW 4% $ 70,705 V Traffic Control Construction Phase Traffic Control 3% $ 53,029 V Pavement Markings/Markers 5% $ 88,381 V Roadway Drainage Standard Internal System 35% $ 618,670 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 88,381 V Sewer Minor Adjustments 5% $ 88,381 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,353 V Illumination Standard Ilumination System 6% $ 106,058 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,548,958 Paving and Allowance Subtotal: $ 3,316,585 Construction Contingency: 20% $ 663,317 Construction Cost TOTAL: $ 3,980,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,980,000 Bonds: 5% $ 199,000 Engineering/Survey/Testing: 15% $ 597,000 Mobilization 10% $ 398,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 597,000 Project Cost TOTAL:1 $ 5,771,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-D This project consists of the reconstruction of an existing Limits: Scarlet Oak Dr to Berlet Ln roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,339 Service Area(s): Flour Bluff 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,315 cy $ 16.91 $ 72,959 B7 1"Type'B'HMAC 8,183 sy $ 11.70 $ 95,739 B8 Underseal 8,183 sy $ 6.46 $ 52,861 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,183 sy $ 18.99 $ 155,391 B13 lConcrete Median 5,356 sf $ 53.96 $ 289,010 D4 ISidewalk 4,463 sy $ 50.00 $ 223,167 Paving Construction Cost Subtotal: $ 889,126 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 35,565 V Prep ROW 4% $ 35,565 V Traffic Control Construction Phase Traffic Control 3% $ 26,674 V Pavement Markings/Markers 5% $ 44,456 V Roadway Drainage Standard Internal System 35% $ 311,194 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 44,456 V Sewer Minor Adjustments 5% $ 44,456 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,783 V Illumination Standard Ilumination System 6% $ 53,348 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 577,932 Paving and Allowance Subtotal: $ 1,467,057 Construction Contingency: 20% $ 293,411 Construction Cost TOTAL: $ 1,761,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,761,000 Bonds: 5% $ 88,050 Engineering/Survey/Testing: 15% $ 264,150 Mobilization 10% $ 176,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 264,150 Project Cost TOTAL:1 $ 2,553,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-E This project consists of the reconstruction of an existing Limits: Berlet Ln to Roscher Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,315 Service Area(s): Flour Bluff 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,237 cy $ 16.91 $ 71,651 B7 1"Type'B'HMAC 8,036 sy $ 11.70 $ 94,022 B8 JUnderseal 8,036 1 sy 1 $ 6.46 $ 51,913 B11 8"Lime stabilized(8%),12"Compacted Subgrade 8,036 sy $ 18.99 $ 152,606 B13 lConcrete Median 5,260 sf $ 53.96 $ 283,830 D4 ISidewalk 4,383 sy $ 50.00 $ 219,167 Paving Construction Cost Subtotal: $ 873,189 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 34,978— V Prep ROW 4% $ 34,928 V Traffic Control Construction Phase Traffic Control 3% $ 26,196 V Pavement Markings/Markers 5% $ 43,659 V Roadway Drainage Standard Internal System 35% $ 305,616 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 43,659 V Sewer Minor Adjustments 5% $ 43,659 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,464 V Illumination Standard Ilumination System 6% $ 52,391 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 567,573 Paving and Allowance Subtotal: $ 1,440,762 Construction Contingency: 20% $ 288,152 Construction Cost TOTAL: $ 1,729,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,729,000 Bonds: 5% $ 86,450 Engineering/Survey/Testing: 15% $ 259,350 Mobilization 10% $ 172,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 259,350 Project Cost TOTAL:1 $ 2,507,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-F This project consists of the reconstruction of an existing Limits: Roscher Rd to 1894 ft west of Roscher Rd roadway. Costing Class: Secondary Arterial(A2) Length(If): 1,894 Service Area(s): Flour Bluff 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,103 cy $ 16.91 $ 103,200 B7 1"Type'B'HMAC 11,574 sy $ 11.70 $ 135,421 B8 Underseal 11,574 sy $ 6.46 $ 74,771 B11 8"Lime stabilized(8%),12"Compacted Subgrade 11,574 sy $ 18.99 $ 219,799 B13 lConcrete Median 7,576 sf $ 53.96 $ 408,801 D4 ISidewalk 6,313 sy $ 50.00 $ 315,667 Paving Construction Cost Subtotal: $ 1,257,658 711 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 50,306 V Prep ROW 4% $ 50,306 V Traffic Control Construction Phase Traffic Control 3% $ 37,730 V Pavement Markings/Markers 5% $ 62,883 V Roadway Drainage Standard Internal System 35% $ 440,180 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 62,883 V Sewer Minor Adjustments 5% $ 62,883 V Landscaping(Basic) Sodding and Erosion Control 2% $ 25,153 V Illumination Standard Ilumination System 6% $ 75,459 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 817,478 Paving and Allowance Subtotal: $ 2,075,136 Construction Contingency: 20% $ 415,027 Construction Cost TOTAL: $ 2,491,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,491,000 Bonds: 5% $ 124,550 Engineering/Survey/Testing: 15% $ 373,650 Mobilization 10% $ 249,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 373,650 Project Cost TOTAL:1 $ 3,612,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-G This project consists of the reconstruction of an existing Limits: Hustlin Hornet Dr to Glenoak Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,302 Service Area(s): Flour Bluff 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,418 cy $ 16.91 $ 125,431 B7 1"Type'B'HMAC 14,068 sy $ 11.70 $ 164,593 B8 Underseal 14,068 sy $ 6.46 $ 90,878 B11 8"Lime stabilized(8%),12"Compacted Subgrade 14,068 sy $ 18.99 $ 267,147 B13 lConcrete Median 9,208 sf $ 53.96 $ 496,864 D4 ISidewalk 7,673 sy $ 50.00 $ 383,667 Paving Construction Cost Subtotal: $ 1,528,579 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 61,143 V Prep ROW 4% $ 61,143 V Traffic Control Construction Phase Traffic Control 3% $ 45,857 V Pavement Markings/Markers 5% $ 76,429 V Roadway Drainage Standard Internal System 35% $ 535,003 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 76,429 V Sewer Minor Adjustments 5% $ 76,429 V Landscaping(Basic) Sodding and Erosion Control 2% $ 30,572 V Illumination Standard Ilumination System 6% $ 91,715 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 993,576 Paving and Allowance Subtotal: $ 2,522,156 Construction Contingency: 20% $ 504,431 Construction Cost TOTAL: $ 3,027,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,027,000 Bonds: 5% $ 151,350 Engineering/Survey/Testing: 15% $ 454,050 Mobilization 10% $ 302,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 454,050 Project Cost TOTAL:1 $ 4,389,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-H This project consists of the reconstruction of an existing Limits: Glenoak Dr to Caribbean Dr roadway. Costing Class: Secondary Arterial(A2) Length(If): 2,643 Service Area(s): Flour Bluff 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 8,516 cy $ 16.91 $ 144,011 B7 1"Type'B'HMAC 16,152 sy $ 11.70 $ 188,975 B8 JUnderseal 16,152 1 sy 1 $ 6.46 $ 104,340 B11 8"Lime stabilized(8%),12"Compacted Subgrade 16,152 sy $ 18.99 $ 306,720 B13 lConcrete Median 10,572 sf $ 53.96 $ 570,465 D4 ISidewalk 8,810 sy $ 50.00 $ 440,500 Paving Construction Cost Subtotal: $ 1,755,011 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 70,270- V Prep ROW 4% $ 70,200 V Traffic Control Construction Phase Traffic Control 3% $ 52,650 V Pavement Markings/Markers 5% $ 87,751 V Roadway Drainage Standard Internal System 35% $ 614,254 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 87,751 V Sewer Minor Adjustments 5% $ 87,751 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,100 V Illumination Standard Ilumination System 6% $ 105,301 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,540,757 Paving and Allowance Subtotal: $ 3,295,768 Construction Contingency: 20% $ 659,154 Construction Cost TOTAL: $ 3,955,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,955,000 Bonds: 5% $ 197,750 Engineering/Survey/Testing: 15% $ 593,250 Mobilization 10% $ 395,500 ROW/Easement Acquisition: IFALSE 1 15%1 $ 593,250 Project Cost TOTAL:1 $ 5,735,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-1 This project consists of the reconstruction of an existing Limits: Caribbean Dr to Mediterranean Dr roadway. Costing Class: Minor Arterial(Al) Length(If): 1,740 Service Area(s): Flour Bluff 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,573 cy $ 16.91 $ 111,155 B7 1"Type'B'HMAC 12,567 sy $ 11.70 $ 147,030 B8 JUnderseal 12,567 1 sy 1 $ 6.46 $ 81,181 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,567 sy $ 18.99 $ 238,641 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 5,800 sy $ 50.00 $ 290,000 Paving Construction Cost Subtotal: $ 868,007 Major Construction Component Allowances: %1111 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 34,773— V Prep ROW 4% $ 34,720 V Traffic Control Construction Phase Traffic Control 3% $ 26,040 V Pavement Markings/Markers 5% $ 43,400 V Roadway Drainage Standard Internal System 35% $ 303,802 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 43,400 V Sewer Minor Adjustments 5% $ 43,400 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,360 V Illumination Standard Ilumination System 6% $ 52,080 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 564,204 Paving and Allowance Subtotal: $ 1,432,211 Construction Contingency: 20% $ 286,442 Construction Cost TOTAL: $ 1,719,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,719,000 Bonds: 5% $ 85,950 Engineering/Survey/Testing: 15% $ 257,850 Mobilization 10% $ 171,900 ROW/Easement Acquisition: IFALSE 1 15%1 $ 257,850 Project Cost TOTAL:1 $ 2,493,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-J This project consists of the reconstruction of an existing Limits: Mediterranean Dr to Yorktown Blvd roadway. Costing Class: Minor Arterial(Al) Length(If): 3,569 Service Area(s): Flour Bluff 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 13,483 cy $ 16.91 $ 227,996 B7 1"Type'B'HMAC 25,776 sy $ 11.70 $ 301,581 B8 Underseal 25,776 sy $ 6.46 $ 166,514 B11 8"Lime stabilized(8%),12"Compacted Subgrade 25,776 sy $ 18.99 $ 489,488 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 11,897 sy $ 50.00 $ 594,833 Paving Construction Cost Subtotal: $ 1,780,412 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 71,216 V Prep ROW 4% $ 71,216 V Traffic Control Construction Phase Traffic Control 3% $ 53,412 V Pavement Markings/Markers 5% $ 89,021 V Roadway Drainage Standard Internal System 35% $ 623,144 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 89,021 V Sewer Minor Adjustments 5% $ 89,021 V Landscaping(Basic) Sodding and Erosion Control 2% $ 35,608 V Illumination Standard Ilumination System 6% $ 106,825 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,557,267 Paving and Allowance Subtotal: $ 3,337,679 Construction Contingency: 20% $ 667,536 Construction Cost TOTAL: $ 4,006,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,006,000 Bonds: 5% $ 200,300 Engineering/Survey/Testing: 15% $ 600,900 Mobilization 10% $ 400,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 600,900 Project Cost TOTAL:1 $ 5,809,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-L This project consists of the reconstruction of an existing Limits: Division Rd to Purdue Rd roadway. Costing Class: Minor Arterial(Al) Length(If): 1,319 Service Area(s): Flour Bluff 2 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 4,983 cy $ 16.91 $ 84,261 B7 1"Type'B'HMAC 9,526 sy $ 11.70 $ 111,455 B8 Underseal 9,526 sy $ 6.46 $ 61,539 B11 8"Lime stabilized(8%),12"Compacted Subgrade 9,526 sy $ 18.99 $ 180,901 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 4,397 sy $ 50.00 $ 219,833 Paving Construction Cost Subtotal: $ 657,989 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 26,320 V Prep ROW 4% $ 26,320 V Traffic Control Construction Phase Traffic Control 3% $ 19,740 V Pavement Markings/Markers 5% $ 32,899 V Roadway Drainage Standard Internal System 35% $ 230,296 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 32,899 V Sewer Minor Adjustments 5% $ 32,899 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,160 V Illumination Standard Ilumination System 6% $ 39,479 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 427,693 Paving and Allowance Subtotal: $ 1,085,682 Construction Contingency: Q070 $ 217,136 Construction Cost TOT $ 1,303,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,303,000 Bonds: 5% $ 65,150 Engineering/Survey/Testing: 15% $ 195,450 Mobilization 10% $ 130,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 195,450 Project Cost TOTAL:1 $ 1,889,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-M This project consists of the reconstruction of an existing Limits: Purdue Rd to Glenoak Dr roadway. Costing Class: Minor Arterial(Al) Length(If): 2,623 Service Area(s): Flour Bluff 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,909 cy $ 16.91 $ 167,563 B7 1"Type'B'HMAC 18,944 sy $ 11.70 $ 221,643 B8 JUnderseal 18,944 1 sy 1 $ 6.46 $ 122,378 B11 8"Lime stabilized(8%),12"Compacted Subgrade 18,944 sy $ 18.99 $ 359,744 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,743 sy $ 50.00 $ 437,167 Paving Construction Cost Subtotal: $ 1,308,495 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 52,340 V Prep ROW 4% $ 52,340 V Traffic Control Construction Phase Traffic Control 3% $ 39,255 V Pavement Markings/Markers 5% $ 65,425 V Roadway Drainage Standard Internal System 35% $ 457,973 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 65,425 V Sewer Minor Adjustments 5% $ 65,425 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,170 V Illumination Standard Ilumination System 6% $ 78,510 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 850,522 Paving and Allowance Subtotal: $ 2,159,017 Construction Contingency: 20% $ 431,803 Construction Cost TOTAL: $ 2,591,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,591,000 Bonds: 5% $ 129,550 Engineering/Survey/Testing: 15% $ 388,650 Mobilization 10% $ 259,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 388,650 Project Cost TOTAL:1 $ 3,757,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON � EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-N This project consists of the reconstruction of an existing Limits: Glenoak Dr to Caribbean Dr roadway. Costing Class: Minor Arterial(Al) Length(If): 2,663 Service Area(s): Flour Bluff 2 Description Expansion Project oadway Construction Cost Projection r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,060 cy $ 16.91 $ 170,118 B7 1"Type'B'HMAC 19,233 sy $ 11.70 $ 225,024 B8 JUnderseal 19,233 1 sy 1 $ 6.46 $ 124,244 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,233 sy $ 18.99 $ 365,230 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,877 sy $ 50.00 $ 443,833 Paving Construction Cost Subtotal: $ 1,328,449 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 53,138 V Prep ROW 4% $ 53,138 V Traffic Control Construction Phase Traffic Control 3% $ 39,853 V Pavement Markings/Markers 5% $ 66,422 V Roadway Drainage Standard Internal System 35% $ 464,957 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 66,422 V Sewer Minor Adjustments 5% $ 66,422 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,569 V Illumination Standard Ilumination System 6% $ 79,707 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,263,492 Paving and Allowance Subtotal: $ 2,591,941 Construction Contingency: 20% $ 518,388 Construction Cost TOTAL: $ 3,111,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,111,000 Bonds: 5% $ 155,550 Engineering/Survey/Testing: 15% $ 466,650 Mobilization 10% $ 311,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 466,650 Project Cost TOTAL:1 $ 4,511,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- • Project Number: 17-0 This project consists of the reconstruction of an existing Limits: Caribbean Dr to Ramfield Rd roadway. Costing Class: Minor Arterial(Al) Length(If): 2,650 Service Area(s): Flour Bluff 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,011 cy $ 16.91 $ 169,288 B7 1"Type'B'HMAC 19,139 sy $ 11.70 $ 223,925 B8 JUnderseal 19,139 1 sy 1 $ 6.46 $ 123,637 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,139 sy $ 18.99 $ 363,447 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,833 sy $ 50.00 $ 441,667 Paving Construction Cost Subtotal: $ 1,321,964 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 52,879 V Prep ROW 4% $ 52,879 V Traffic Control Construction Phase Traffic Control 3% $ 39,659 V Pavement Markings/Markers 5% $ 66,098 V Roadway Drainage Standard Internal System 35% $ 462,687 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 66,098 V Sewer Minor Adjustments 5% $ 66,098 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,439 V Illumination Standard Ilumination System 6% $ 79,318 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,259,277 Paving and Allowance Subtotal: $ 2,581,241 Construction Contingency: 20% $ 516,248 Construction Cost TOTAL: $ 3,098,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,098,000 Bonds: 5% $ 154,900 Engineering/Survey/Testing: 15% $ 464,700 Mobilization 10% $ 309,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 464,700 Project Cost TOTAL:1 $ 4,492,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 17-P This project consists of the reconstruction of an existing Limits: Ramfield Rd to Yorktown Blvd roadway. Costing Class: Minor Arterial(Al) Length(If): 2,633 Service Area(s): Flour Bluff 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 9,947 cy $ 16.91 $ 168,202 B7 1"Type'B'HMAC 19,016 sy $ 11.70 $ 222,488 B8 JUnderseal 19,016 1 sy 1 $ 6.46 $ 122,844 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,016 sy $ 18.99 $ 361,116 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,777 sy $ 50.00 $ 438,833 Paving Construction Cost Subtotal: $ 1,313,484 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 52,539 V Prep ROW 4% $ 52,539 V Traffic Control Construction Phase Traffic Control 3% $ 39,405 V Pavement Markings/Markers 5% $ 65,674 V Roadway Drainage Standard Internal System 35% $ 459,719 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 65,674 V Sewer Minor Adjustments 5% $ 65,674 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,270 V Illumination Standard Ilumination System 6% $ 78,809 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 853,764 Paving and Allowance Subtotal: $ 2,167,248 Construction Contingency: 20% $ 433,450 Construction Cost TOTAL: $ 2,601,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,601,000 Bonds: 5% $ 130,050 Engineering/Survey/Testing: 15% $ 390,150 Mobilization 10% $ 260,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 390,150 Project Cost TOTAL:1 $ 3,771,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 17-Q Project Number: 17-Q This project consists of the construction of a completely new Limits: Roscher Rd(Constructed Segment)to Glenoak Dr roadway. Costing Class: Collector(Cl) Length(If): 264 Service Area(s): Flour Bluff 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 645 cy $ 16.91 $ 10,913 B6 1"Type'D'HMAC 1,203 sy $ 13.78 $ 16,573 B8 IUnderseal I 1,203 I sy I $ 6.46 I $ 7,769 B1212"Compacted Subgrade 1,261 sy $ 5.65 $ 7,127 B13.X No Median 0 sf $ $ D4 (Sidewalk I 880 sy $ 50.00 $ 44,000 Paving Construction Cost Subtotal: $ 86,381 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 3,455 V Prep ROW 4% $ 3,455 V Traffic Control Construction Phase Traffic Control 3% $ 2,591 V Pavement Markings/Markers 5% $ 4,319 V Roadway Drainage Standard Internal System 35% $ 30,233 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 4,319 V Sewer Minor Adjustments 5% $ 4,319 V Landscaping(Basic) Sodding and Erosion Control 2% $ 1,728 V Illumination Standard Ilumination System 6% $ 5,183 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 56,148 Paving and Allowance Subtotal: $ 142,529 Construction Contingency: 20% $ 28,506 Construction Cost TOTAL: $ 172,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 172,000 Bonds: 5% $ 8,600 Engineering/Survey/Testing: 15% $ 25,800 Mobilization 10% $ 17,200 ROW/Easement Acquisition: IFALSE 1 15% $ 25,800 Project Cost TOTAL: $ 249,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 17-R Project Number: 17-R This project consists of the construction of a completely new Limits: Flour Bluff Dr to Glenoak Dr roadway. Costing Class: Collector(Cl) Length(If): 4,488 Service Area(s): Flour Bluff 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 10,971 cy $ 16.91 $ 185,514 B6 1"Type'D'HMAC 20,445 sy $ 13.78 $ 281,737 B8 IUnderseal I 20,445 I sy I $ 6.46 I $ 132,077 B1212"Compacted Subgrade 21,443 sy $ 5.65 $ 121,151 B13.X No Median 0 sf $ $ D4 (Sidewalk I 14,960 sy $ 50.00 $ 748,000 Paving Construction Cost Subtotal: $ 1,468,479 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 58,739 V Prep ROW 4% $ 58,739 V Traffic Control Construction Phase Traffic Control 3% $ 44,054 V Pavement Markings/Markers 5% $ 73,424 V Roadway Drainage Standard Internal System 35% $ 513,968 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 73,424 V Sewer Minor Adjustments 5% $ 73,424 V Landscaping(Basic) Sodding and Erosion Control 2% $ 29,370 V Illumination Standard Ilumination System 6% $ 88,109 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,354,511 Paving and Allowance Subtotal: $ 2,822,990 Construction Contingency: 20% $ 564,598 Construction Cost TOTAL: $ 3,388,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,388,000 Bonds: 5% $ 169,400 Engineering/Survey/Testing: 15% $ 508,200 Mobilization 10% $ 338,800 ROW/Easement Acquisition: IFALSE 1 15% $ 508,200 Project Cost TOTAL: $ 4,913,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informat Description: Project No. 17-S Project Number: 17-S This project consists of the construction of a completely new Limits: Glenoak Dr to Caribbean Dr roadway. Costing Class: Collector(Cl) Length(If): 2,640 Service Area(s): Flour Bluff 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,453 cy $ 16.91 $ 109,126 B6 1"Type'D'HMAC 12,027 sy $ 13.78 $ 165,727 B8 IUnderseal I 12,027 I sy I $ 6.46 I $ 77,692 B1212"Compacted Subgrade 12,613 sy $ 5.65 $ 71,265 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,800 sy $ 50.00 $ 440,000 Paving Construction Cost Subtotal: $ 863,811 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 34,552 V Prep ROW 4% $ 34,552 V Traffic Control Construction Phase Traffic Control 3% $ 25,914 V Pavement Markings/Markers 5% $ 43,191 V Roadway Drainage Standard Internal System 35% $ 302,334 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 43,191 V Sewer Minor Adjustments 5% $ 43,191 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,276 V Illumination Standard Ilumination System 6% $ 51,829 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 961,477 Paving and Allowance Subtotal: $ 1,825,288 Construction Contingency: 20% $ 365,058 Construction Cost TOTAL: $ 2,191,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,191,000 Bonds: 5% $ 109,550 Engineering/Survey/Testing: 15% $ 328,650 Mobilization 10% $ 219,100 ROW/Easement Acquisition: IFALSE 1 15% $ 328,650 Project Cost TOTAL: $ 3,177,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 17-T Project Number: 17-T This project consists of the construction of a completely new Limits: Caribbean Dr to Ramfield Rd roadway. Costing Class: Collector(Cl) Length(If): 2,798 Service Area(s): Flour Bluff 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,841 cy $ 16.91 $ 115,673 B6 1"Type'D'HMAC 12,748 sy $ 13.78 $ 175,671 B8 IUnderseal I 12,748 I sy I $ 6.46 I $ 82,354 B1212"Compacted Subgrade 13,370 sy $ 5.65 $ 75,541 B13.X No Median 0 sf $ $ D4 (Sidewalk I 9,328 sy $ 50.00 $ 466,400 Paving Construction Cost Subtotal: $ 915,640 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 36,626 V Prep ROW 4% $ 36,626 V Traffic Control Construction Phase Traffic Control 3% $ 27,469 V Pavement Markings/Markers 5% $ 45,782 V Roadway Drainage Standard Internal System 35% $ 320,474 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 45,782 V Sewer Minor Adjustments 5% $ 45,782 V Landscaping(Basic) Sodding and Erosion Control 2% $ 18,313 V Illumination Standard Ilumination System 6% $ 54,938 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 995,166 Paving and Allowance Subtotal: $ 1,910,805 Construction Contingency: 20% $ 382,161 Construction Cost TOTAL: $ 2,293,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,293,000 Bonds: 5% $ 114,650 Engineering/Survey/Testing: 15% $ 343,950 Mobilization 10% $ 229,300 ROW/Easement Acquisition: IFALSE 1 15% $ 343,950 Project Cost TOTAL: $ 3,325,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Inro—rmatfo—rV ..... Description: Project No. 17-V Project Number: 17-V This project consists of the construction of a completely new Limits: Yorktown Blvd to Flour Bluff Dr roadway. Costing Class: Collector(Cl) Length(If): 3,696 Service Area(s): Flour Bluff 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 9,035 cy $ 16.91 $ 152,776 B6 1"Type'D'HMAC 16,837 sy $ 13.78 $ 232,018 B8 IUnderseal I 16,837 I sy I $ 6.46 I $ 108,769 B1212"Compacted Subgrade 17,659 sy $ 5.65 $ 99,771 B13.X No Median 0 sf $ $ D4 (Sidewalk I 12,320 sy $ 50.00 $ 616,000 Paving Construction Cost Subtotal: $ 1,209,335 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 48,373 V Prep ROW 4% $ 48,373 V Traffic Control Construction Phase Traffic Control 3% $ 36,280 V Pavement Markings/Markers 5% $ 60,467 V Roadway Drainage Standard Internal System 35% $ 423,267 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 60,467 V Sewer Minor Adjustments 5% $ 60,467 V Landscaping(Basic) Sodding and Erosion Control 2% $ 24,187 V Illumination Standard Ilumination System 6% $ 72,560 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,186,068 Paving and Allowance Subtotal: $ 2,395,403 Construction Contingency: 20% $ 479,081 Construction Cost TOTAL: $ 2,875,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,875,000 Bonds: 5% $ 143,750 Engineering/Survey/Testing: 15% $ 431,250 Mobilization 10% $ 287,500 ROW/Easement Acquisition: IFALSE 1 15% $ 431,250 Project Cost TOTAL: $ 4,169,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- "�,�, Description: Project No. 17-W Project Number: 17-W This project consists of the construction of a completely new Limits: Flour Bluff Dr to Yorktown Blvd roadway. Costing Class: Collector(Cl) Length(If): 3,696 Service Area(s): Flour Bluff 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 9,035 cy $ 16.91 $ 152,776 B6 1"Type'D'HMAC 16,837 sy $ 13.78 $ 232,018 B8 IUnderseal I 16,837 I sy I $ 6.46 I $ 108,769 B1212"Compacted Subgrade 17,659 sy $ 5.65 $ 99,771 B13.X No Median 0 sf $ $ D4 (Sidewalk I 12,320 sy $ 50.00 $ 616,000 Paving Construction Cost Subtotal: $ 1,209,335 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 48,373 V Prep ROW 4% $ 48,373 V Traffic Control Construction Phase Traffic Control 3% $ 36,280 V Pavement Markings/Markers 5% $ 60,467 V Roadway Drainage Standard Internal System 35% $ 423,267 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 60,467 V Sewer Minor Adjustments 5% $ 60,467 V Landscaping(Basic) Sodding and Erosion Control 2% $ 24,187 V Illumination Standard Ilumination System 6% $ 72,560 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,186,068 Paving and Allowance Subtotal: $ 2,395,403 Construction Contingency: 20% $ 479,081 Construction Cost TOTAL: $ 2,875,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,875,000 Bonds: 5% $ 143,750 Engineering/Survey/Testing: 15% $ 431,250 Mobilization 10% $ 287,500 ROW/Easement Acquisition: IFALSE 1 15% $ 431,250 Project Cost TOTAL: $ 4,169,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 17-X Project Number: 17-X This project consists of the construction of a completely new Limits: Glenoak Dr(Constructed Segment)to Roscher Rd roadway. Costing Class: Collector(Cl) Length(If): 1,320 Service Area(s): Flour Bluff 2 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,227 cy $ 16.91 $ 54,563 B6 1"Type'D'HMAC 6,013 sy $ 13.78 $ 82,864 B8 IUnderseal I 6,013 I sy I $ 6.46 I $ 38,846 B1212"Compacted Subgrade 6,307 sy $ 5.65 $ 35,633 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,400 sy $ 50.00 $ 220,000 Paving Construction Cost Subtotal: $ 431,905 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 17,276 V Prep ROW 4% $ 17,276 V Traffic Control Construction Phase Traffic Control 3% $ 12,957 V Pavement Markings/Markers 5% $ 21,595 V Roadway Drainage Standard Internal System 35% $ 151,167 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 21,595 V Sewer Minor Adjustments 5% $ 21,595 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,638 V Illumination Standard Ilumination System 6% $ 25,914 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 280,739 Paving and Allowance Subtotal: $ 712,644 Construction Contingency: 20% $ 142,529 Construction Cost TOTAL: $ 856,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 856,000 Bonds: 5% $ 42,800 Engineering/Survey/Testing: 15% $ 128,400 Mobilization 10% $ 85,600 ROW/Easement Acquisition: IFALSE 1 15% $ 128,400 Project Cost TOTAL: $ 1,241,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 18-A This project consists of the reconstruction of an existing Limits: Beach Access Rd 2 to Sea Way Dr roadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 4,100 Service Area(s): Padre Island 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 18,222 cy $ 16.91 $ 308,138 B7 1"Type'B'HMAC 35,078 sy $ 11.70 $ 410,410 B8 Underseal 35,078 sy $ 6.46 $ 226,602 B11 8"Lime stabilized(8%),12"Compacted Subgrade 35,078 sy $ 18.99 $ 666,127 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 13,667 sy $ 50.00 $ 683,333 Paving Construction Cost Subtotal: $ 2,294,611 Major Construction Component Allowances: .7�:J Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 91,784 V Prep ROW 4% $ 91,784 V Traffic Control Construction Phase Traffic Control 3% $ 68,838 V Pavement Markings/Markers 5% $ 114,731 V Roadway Drainage Standard Internal System 35% $ 803,114 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 114,731 V Sewer Minor Adjustments 5% $ 114,731 V Landscaping(Basic) Sodding and Erosion Control 2% $ 45,892 V Illumination Standard Ilumination System 6% $ 137,677 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,891,497 Paving and Allowance Subtotal: $ 4,186,107 Construction Contingency: 20% $ 837,221 Construction Cost TOTAL: $ 5,0241 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 5,024,000 Bonds: 5% $ 251,200 Engineering/Survey/Testing: 15% $ 753,600 Mobilization 10% $ 502,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 753,600 Project Cost TOTAL:1 $ 7,285,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 18-B This project consists of the reconstruction of an existing Limits: Sea Way Dr to 1043'N of La Concha Blvd roadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 2,270 Service Area(s): Padre Island 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,089 cy $ 16.91 $ 170,603 B7 1"Type'B'HMAC 19,421 sy $ 11.70 $ 227,227 B8 Underseal 19,421 1 sy 1 $ 6.46 $ 125,460 B11 8"Lime stabilized(8%),12"Compacted Subgrade 19,421 sy $ 18.99 $ 368,807 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 7,567 sy $ 50.00 $ 378,333 Paving Construction Cost Subtotal: $ 1,270,431 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 50,817 V Prep ROW 4% $ 50,817 V Traffic Control Construction Phase Traffic Control 3% $ 38,113 V Pavement Markings/Markers 5% $ 63,522 V Roadway Drainage Standard Internal System 35% $ 444,651 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 63,522 V Sewer Minor Adjustments 5% $ 63,522 V Landscaping(Basic) Sodding and Erosion Control 2% $ 25,409 V Illumination Standard Ilumination System 6% $ 76,226 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 825,780 Paving and Allowance Subtotal: $ 2,096,211 Construction Contingency: 20% $ 419,242 Construction Cost TOTAL: $ 2,516,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,516,000 Bonds: 5% $ 125,800 Engineering/Survey/Testing: 15% $ 377,400 Mobilization 10% $ 251,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 377,400 Project Cost TOTAL:1 $ 3,648,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 18-C This project consists of the reconstruction of an existing Limits: 1043'N of La Concha Blvd to 1053'S of Beach View Dr roadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 2,830 Service Area(s): Padre Island 1 Description Expansion Project No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,578 cy $ 16.91 $ 212,690 B7 1"Type'B'HMAC 24,212 sy $ 11.70 $ 283,283 B8 Underseal 24,212 1 sy 1 $ 6.46 $ 156,411 B11 8"Lime stabilized(8%),12"Compacted Subgrade 24,212 sy $ 18.99 $ 459,790 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 9,433 sy $ 50.00 $ 471,667 Paving Construction Cost Subtotal: $ 1,583,841 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 63,354 V Prep ROW 4% $ 63,354 V Traffic Control Construction Phase Traffic Control 3% $ 47,515 V Pavement Markings/Markers 5% $ 79,192 V Roadway Drainage Standard Internal System 35% $ 554,344 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 79,192 V Sewer Minor Adjustments 5% $ 79,192 V Landscaping(Basic) Sodding and Erosion Control 2% $ 31,677 V Illumination Standard Ilumination System 6% $ 95,030 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,429,497 Paving and Allowance Subtotal: $ 3,013,338 Construction Contingency: 20% $ 602,668 Construction Cost TOTAL: $ 3,617,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,617,000 Bonds: 5% $ 180,850 Engineering/Survey/Testing: 15% $ 542,550 Mobilization 10% $ 361,700 ROW/Easement Acquisition: IFALSE 1 15%1 $ 542,550 Project Cost TOTAL:1 $ 5,245,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 18-D This project consists of the reconstruction of an existing Limits: 1053'S of Beach View Dr to 1350'N of Beach View Dr roadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 2,393 Service Area(s): Padre Island 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,636 cy $ 16.91 $ 179,847 B7 1"Type'B'HMAC 20,473 sy $ 11.70 $ 239,539 B8 Underseal 20,473 1 sy 1 $ 6.46 $ 132,258 B11 8"Lime stabilized(8%),12"Compacted Subgrade 20,473 sy $ 18.99 $ 388,791 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 7,977 sy $ 50.00 $ 398,833 Paving Construction Cost Subtotal: $ 1,339,269 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 53,571 V Prep ROW 4% $ 53,571 V Traffic Control Construction Phase Traffic Control 3% $ 40,178 V Pavement Markings/Markers 5% $ 66,963 V Roadway Drainage Standard Internal System 35% $ 468,744 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 66,963 V Sewer Minor Adjustments 5% $ 66,963 V Landscaping(Basic) Sodding and Erosion Control 2% $ 26,785 V Illumination Standard Ilumination System 6% $ 80,356 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 870,525 Paving and Allowance Subtotal: $ 2,209,794 Construction Contingency: 20% $ 441,959 Construction Cost TOTAL: $ 2,652,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,652,000 Bonds: 5% $ 132,600 Engineering/Survey/Testing: 15% $ 397,800 Mobilization 10% $ 265,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 397,800 Project Cost TOTAL:1 $ 3,845,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 18-E This project consists of the reconstruction of an existing Limits: 1350'N of Beach View Dr to Seacomber Dr roadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 1,225 Service Area(s): Padre Island 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 5,444 cy $ 16.91 $ 92,066 B7 1"Type'B'HMAC 10,481 sy $ 11.70 $ 122,623 B8 Underseal 10,481 1 sy 1 $ 6.46 $ 67,704 B11 8"Lime stabilized(8%),12"Compacted Subgrade 10,481 sy 1 $ 18.99 $ 199,026 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 4,083 sy $ 50.00 $ 204,167 Paving Construction Cost Subtotal: $ 685,585 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 27,473— V Prep ROW 4% $ 27,423 V Traffic Control Construction Phase Traffic Control 3% $ 20,568 V Pavement Markings/Markers 5% $ 34,279 V Roadway Drainage Standard Internal System 35% $ 239,955 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 34,279 V Sewer Minor Adjustments 5% $ 34,279 V Landscaping(Basic) Sodding and Erosion Control 2% $ 13,712 V Illumination Standard Ilumination System 6% $ 41,135 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 445,630 Paving and Allowance Subtotal: $ 1,131,215 Construction Contingency: 20% $ 226,243 Construction Cost TOTAL: $ 1,358,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,358,000 Bonds: 5% $ 67,900 Engineering/Survey/Testing: 15% $ 203,700 Mobilization 10% $ 135,800 ROW/Easement Acquisition: IFALSE 1 15%1 $ 203,700 Project Cost TOTAL:1 $ 1,969,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 18-F This project consists of the reconstruction of an existing Limits: Seacomber Dr to 462'N of Porto Villageo Dr roadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 1,472 Service Area(s): Padre Island 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 6,542 cy $ 16.91 $ 110,629 B7 1"Type'B'HMAC 12,594 sy $ 11.70 $ 147,347 B8 Underseal 12,594 1 sy 1 $ 6.46 $ 81,356 B11 8"Lime stabilized(8%),12"Compacted Subgrade 12,594 sy $ 18.99 $ 239,156 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 4,907 sy $ 50.00 $ 245,333 Paving Construction Cost Subtotal: $ 823,821 Major Construction Component Allowances: %1 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 32,953 V Prep ROW 4% $ 32,953 V Traffic Control Construction Phase Traffic Control 3% $ 24,715 V Pavement Markings/Markers 5% $ 41,191 V Roadway Drainage Standard Internal System 35% $ 288,337 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 41,191 V Sewer Minor Adjustments 5% $ 41,191 V Landscaping(Basic) Sodding and Erosion Control 2% $ 16,476 V Illumination Standard Ilumination System 6% $ 49,429 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 535,484 Paving and Allowance Subtotal: $ 1,359,305 Construction Contingency: 20% $ 271,861 Construction Cost TOTAL: $ 1,632,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,632,000 Bonds: 5% $ 81,600 Engineering/Survey/Testing: 15% $ 244,800 Mobilization 10% $ 163,200 ROW/Easement Acquisition: IFALSE 1 15%1 $ 244,800 Project Cost TOTAL:1 $ 2,366,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 18-G This project consists of the reconstruction of an existing Limits: 462'N of Porto Villageo Drto 1283'N of Mustang Island roadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 2,421 Service Area(s): Padre Island 1 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 10,760 cy $ 16.91 $ 181,952 B7 1"Type'B'HMAC 20,713 sy $ 11.70 $ 242,342 B8 Underseal 20,713 1 sy 1 $ 6.46 $ 133,806 B11 8"Lime stabilized(8%),12"Compacted Subgrade 20,713 sy $ 18.99 $ 393,340 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 8,070 sy $ 50.00 $ 403,500 Paving Construction Cost Subtotal: $ 1,354,940 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 54,198 V Prep ROW 4% $ 54,198 V Traffic Control Construction Phase Traffic Control 3% $ 40,648 V Pavement Markings/Markers 5% $ 67,747 V Roadway Drainage Standard Internal System 35% $ 474,229 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 67,747 V Sewer Minor Adjustments 5% $ 67,747 V Landscaping(Basic) Sodding and Erosion Control 2% $ 27,099 V Illumination Standard Ilumination System 6% $ 81,296 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 880,711 Paving and Allowance Subtotal: $ 2,235,650 Construction Contingency: 20% $ 447,130 Construction Cost TOTAL: $ 2,683,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,683,000 Bonds: 5% $ 134,150 Engineering/Survey/Testing: 15% $ 402,450 Mobilization 10% $ 268,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 402,450 Project Cost TOTAL:1 $ 3,890,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 18-H This project consists of the reconstruction of an existing Limits: 1283'N of Mustang Island Estates Drto 211'N of Marineroadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 2,708 Service Area(s): Padre Island 1 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 12,036 cy $ 16.91 $ 203,521 B7 1"Type'B'HMAC 23,168 sy $ 11.70 $ 271,071 B8 Underseal 23,168 sy $ 6.46 $ 149,668 B11 8"Lime stabilized(8%),12"Compacted Subgrade 23,168 sy $ 18.99 $ 439,969 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 9,027 sy $ 50.00 $ 451,333 Paving Construction Cost Subtotal: $ 1,515,562 Major Construction Component Allowances: _..:=111 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 60,622 V Prep ROW 4% $ 60,622 V Traffic Control Construction Phase Traffic Control 3% $ 45,467 V Pavement Markings/Markers 5% $ 75,778 V Roadway Drainage Standard Internal System 35% $ 530,447 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 75,778 V Sewer Minor Adjustments 5% $ 75,778 V Landscaping(Basic) Sodding and Erosion Control 2% $ 30,311 V Illumination Standard Ilumination System 6% $ 90,934 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,385,115 Paving and Allowance Subtotal: $ 2,900,678 Construction Contingency: Q070 $ 580,136 Construction Cost TOT $ 3,481,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,481,000 Bonds: 5% $ 174,050 Engineering/Survey/Testing: 15% $ 522,150 Mobilization 10% $ 348,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 522,150 Project Cost TOTAL:1 $ 5,047,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- "�,�, Description: Project No. 18-1 Project Number: 18-1 This project consists of the construction of a completely new Limits: 460'S of Bikini Dr to Access Road 2 roadway. Costing Class: Collector(Cl) Length(If): 3,069 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,502 cy $ 16.91 $ 126,859 B6 1"Type'D'HMAC 13,981 sy $ 13.78 $ 192,658 B8 IUnderseal I 13,981 I sy I $ 6.46 I $ 90,317 B1212"Compacted Subgrade 14,663 sy $ 5.65 $ 82,846 B13.X No Median 0 sf $ $ D4 (Sidewalk I 10,230 sy $ 50.00 $ 511,500 Paving Construction Cost Subtotal: $ 1,004,180 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 40,167 V Prep ROW 4% $ 40,167 V Traffic Control Construction Phase Traffic Control 3% $ 30,125 V Pavement Markings/Markers 5% $ 50,209 V Roadway Drainage Standard Internal System 35% $ 351,463 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 50,209 V Sewer Minor Adjustments 5% $ 50,209 V Landscaping(Basic) Sodding and Erosion Control 2% $ 20,084 V Illumination Standard Ilumination System 6% $ 60,251 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,052,717 Paving and Allowance Subtotal: $ 2,056,897 Construction Contingency: 20% $ 411,379 Construction Cost TOTAL: $ 2,469,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,469,000 Bonds: 5% $ 123,450 Engineering/Survey/Testing: 15% $ 370,350 Mobilization 10% $ 246,900 ROW/Easement Acquisition: IFALSE 1 15% $ 370,350 Project Cost TOTAL: $ 3,580,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 18-J Project Number: 18-J This project consists of the construction of a completely new Limits: Access Rd No 2 to Sea Way Dr(Proposed Segment) roadway. Costing Class: Collector(Cl) Length(If): 4,150 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 10,144 cy $ 16.91 $ 171,543 B6 1"Type'D'HMAC 18,906 sy $ 13.78 $ 260,519 B8 IUnderseal I 18,906 I sy I $ 6.46 I $ 122,130 B1212"Compacted Subgrade 19,828 sy $ 5.65 $ 112,027 B13.X No Median 0 sf $ $ D4 (Sidewalk I 13,833 sy $ 50.00 $ 691,667 Paving Construction Cost Subtotal: $ 1,357,885 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 54,315 V Prep ROW 4% $ 54,315 V Traffic Control Construction Phase Traffic Control 3% $ 40,737 V Pavement Markings/Markers 5% $ 67,894 V Roadway Drainage Standard Internal System 35% $ 475,260 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 67,894 V Sewer Minor Adjustments 5% $ 67,894 V Landscaping(Basic) Sodding and Erosion Control 2% $ 27,158 V Illumination Standard Ilumination System 6% $ 81,473 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,282,625 Paving and Allowance Subtotal: $ 2,640,510 Construction Contingency: 20% $ 528,102 Construction Cost TOTAL: $ 3,169,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 3,169,000 Bonds: 5% $ 158,450 Engineering/Survey/Testing: 15% $ 475,350 Mobilization 10% $ 316,900 ROW/Easement Acquisition: IFALSE 1 15% $ 475,350 Project Cost TOTAL: $ 4,595,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 18-K Project Number: 18-K This project consists of the construction of a completely new Limits: Sea Way Dr(Proposed Segment)to 1-C roadway. Costing Class: Collector(Cl) Length(If): 2,300 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,622 cy $ 16.91 $ 95,072 B6 1"Type'D'HMAC 10,478 sy $ 13.78 $ 144,384 B8 IUnderseal I 10,478 I sy I $ 6.46 I $ 67,686 B1212"Compacted Subgrade 10,989 sy $ 5.65 $ 62,087 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,667 sy $ 50.00 $ 383,333 Paving Construction Cost Subtotal: $ 752,563 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 30,103 V Prep ROW 4% $ 30,103 V Traffic Control Construction Phase Traffic Control 3% $ 22,577 V Pavement Markings/Markers 5% $ 37,628 V Roadway Drainage Standard Internal System 35% $ 263,397 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 37,628 V Sewer Minor Adjustments 5% $ 37,628 V Landscaping(Basic) Sodding and Erosion Control 2% $ 15,051 V Illumination Standard Ilumination System 6% $ 45,154 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 489,166 Paving and Allowance Subtotal: $ 1,241,728 Construction Contingency: 20% $ 248,346 Construction Cost TOTAL: $ 1,491,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,491,000 Bonds: 5% $ 74,550 Engineering/Survey/Testing: 15% $ 223,650 Mobilization 10% $ 149,100 ROW/Easement Acquisition: IFALSE 1 15% $ 223,650 Project Cost TOTAL: $ 2,162,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n`k�, Description: Project No. 18-L Project Number: 18-L This project consists of the construction of a completely new Limits: 1-C to 1-E roadway. Costing Class: Collector(Cl) Length(If): 2,870 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 7,016 cy $ 16.91 $ 118,633 B6 1"Type'D'HMAC 13,074 sy $ 13.78 $ 180,166 B8 IUnderseal I 13,074 I sy I $ 6.46 I $ 84,461 B1212"Compacted Subgrade 13,712 sy $ 5.65 $ 77,474 B13.X No Median 0 sf $ $ D4 (Sidewalk I 9,567 sy $ 50.00 $ 478,333 Paving Construction Cost Subtotal: $ 939,067 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 37,563 V Prep ROW 4% $ 37,563 V Traffic Control Construction Phase Traffic Control 3% $ 28,172 V Pavement Markings/Markers 5% $ 46,953 V Roadway Drainage Standard Internal System 35% $ 328,674 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 46,953 V Sewer Minor Adjustments 5% $ 46,953 V Landscaping(Basic) Sodding and Erosion Control 2% $ 18,781 V Illumination Standard Ilumination System 6% $ 56,344 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,010,394 Paving and Allowance Subtotal: $ 1,949,461 Construction Contingency: 20% $ 389,892 Construction Cost TOTAL: $ 2,340,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,340,000 Bonds: 5% $ 117,000 Engineering/Survey/Testing: 15% $ 351,000 Mobilization 10% $ 234,000 ROW/Easement Acquisition: IFALSE 1 15% $ 351,000 Project Cost TOTAL: $ 3,393,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n`k�, Description: Project No. 18-M Project Number: 18-M This project consists of the construction of a completely new Limits: 1-E to Seacomber Dr roadway. Costing Class: Collector(Cl) Length(If): 3,550 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 8,678 cy $ 16.91 $ 146,741 B6 1"Type'D'HMAC 16,172 sy $ 13.78 $ 222,853 B8 IUnderseal I 16,172 I sy I $ 6.46 I $ 104,473 B1212"Compacted Subgrade 16,961 sy $ 5.65 $ 95,830 B13.X No Median 0 sf $ $ D4 (Sidewalk I 11,833 sy $ 50.00 $ 591,667 Paving Construction Cost Subtotal: $ 1,161,564 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 46,463 V Prep ROW 4% $ 46,463 V Traffic Control Construction Phase Traffic Control 3% $ 34,847 V Pavement Markings/Markers 5% $ 58,078 V Roadway Drainage Standard Internal System 35% $ 406,547 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 58,078 V Sewer Minor Adjustments 5% $ 58,078 V Landscaping(Basic) Sodding and Erosion Control 2% $ 23,231 V Illumination Standard Ilumination System 6% $ 69,694 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,155,017 Paving and Allowance Subtotal: $ 2,316,581 Construction Contingency: 20% $ 463,316 Construction Cost TOTAL: $ 2,780,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,780,000 Bonds: 5% $ 139,000 Engineering/Survey/Testing: 15% $ 417,000 Mobilization 10% $ 278,000 ROW/Easement Acquisition: IFALSE 1 15% $ 417,000 Project Cost TOTAL: $ 4,031,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 18-N Project Number: 18-N This project consists of the construction of a completely new Limits: Seacomber Dr to 1-G roadway. Costing Class: Collector(Cl) Length(If): 1,520 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,716 cy $ 16.91 $ 62,830 B6 1"Type'D'HMAC 6,924 sy $ 13.78 $ 95,419 B8 IUnderseal I 6,924 I sy I $ 6.46 I $ 44,732 B1212"Compacted Subgrade 7,262 sy $ 5.65 $ 41,032 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,067 sy $ 50.00 $ 253,333 Paving Construction Cost Subtotal: $ 497,346 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 19,894 V Prep ROW 4% $ 19,894 V Traffic Control Construction Phase Traffic Control 3% $ 14,920 V Pavement Markings/Markers 5% $ 24,867 V Roadway Drainage Standard Internal System 35% $ 174,071 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 24,867 V Sewer Minor Adjustments 5% $ 24,867 V Landscaping(Basic) Sodding and Erosion Control 2% $ 9,947 V Illumination Standard Ilumination System 6% $ 29,841 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 323,275 Paving and Allowance Subtotal: $ 820,620 Construction Contingency: 20% $ 164,124 Construction Cost TOTAL: $ 985,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 985,000 Bonds: 5% $ 49,250 Engineering/Survey/Testing: 15% $ 147,750 Mobilization 10% $ 98,500 ROW/Easement Acquisition: IFALSE 1 15% $ 147,750 Project Cost TOTAL: $ 1,428,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n`k�, Description: Project No. 18-0 Project Number: 18-0 This project consists of the construction of a completely new Limits: 1-G to 1-J roadway. Costing Class: Collector(Cl) Length(If): 2,430 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,940 cy $ 16.91 $ 100,445 B6 1"Type'D'HMAC 11,070 sy $ 13.78 $ 152,545 B8 IUnderseal I 11,070 I sy I $ 6.46 I $ 71,512 B1212"Compacted Subgrade 11,610 sy $ 5.65 $ 65,597 B13.X No Median 0 sf $ $ D4 (Sidewalk I 8,100 sy $ 50.00 $ 405,000 Paving Construction Cost Subtotal: $ 795,099 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 31,804 V Prep ROW 4% $ 31,804 V Traffic Control Construction Phase Traffic Control 3% $ 23,853 V Pavement Markings/Markers 5% $ 39,755 V Roadway Drainage Standard Internal System 35% $ 278,285 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 39,755 V Sewer Minor Adjustments 5% $ 39,755 V Landscaping(Basic) Sodding and Erosion Control 2% $ 15,902 V Illumination Standard Ilumination System 6% $ 47,706 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 516,814 Paving and Allowance Subtotal: $ 1,311,913 Construction Contingency: 20% $ 262,383 Construction Cost TOTAL: $ 1,575,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,575,000 Bonds: 5% $ 78,750 Engineering/Survey/Testing: 15% $ 236,250 Mobilization 10% $ 157,500 ROW/Easement Acquisition: IFALSE 1 15% $ 236,250 Project Cost TOTAL: $ 2,284,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 18-P Project Number: 18-P This project consists of the construction of a completely new Limits: 1-J to City Limits roadway. Costing Class: Collector(Cl) Length(If): 2,700 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 6,600 cy $ 16.91 $ 111,606 B6 1"Type'D'HMAC 12,300 sy $ 13.78 $ 169,494 B8 IUnderseal I 12,300 I sy I $ 6.46 I $ 79,458 B1212"Compacted Subgrade 12,900 sy $ 5.65 $ 72,885 B13.X No Median 0 sf $ $ D4 (Sidewalk I 9,000 sy $ 50.00 $ 450,000 Paving Construction Cost Subtotal: $ 883,443 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 35,338 V Prep ROW 4% $ 35,338 V Traffic Control Construction Phase Traffic Control 3% $ 26,503 V Pavement Markings/Markers 5% $ 44,172 V Roadway Drainage Standard Internal System 35% $ 309,205 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 44,172 V Sewer Minor Adjustments 5% $ 44,172 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,669 V Illumination Standard Ilumination System 6% $ 53,007 Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 974,238 Paving and Allowance Subtotal: $ 1,857,681 Construction Contingency: 20% $ 371,536 Construction Cost TOTAL: $ 2,230,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 2,230,000 Bonds: 5% $ 111,500 Engineering/Survey/Testing: 15% $ 334,500 Mobilization 10% $ 223,000 ROW/Easement Acquisition: IFALSE 1 15% $ 334,500 Project Cost TOTAL: $ 3,234,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n`k�, Description: Project No. 18-Q Project Number: 18-Q This project consists of the construction of a completely new Limits: TX 361 to 1-A roadway. Costing Class: Collector(Cl) Length(If): 1,250 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 3,056 cy $ 16.91 $ 51,669 B6 1"Type'D'HMAC 5,694 sy $ 13.78 $ 78,469 B8 IUnderseal I 5,694 I sy I $ 6.46 I $ 36,786 B1212"Compacted Subgrade 5,972 sy $ 5.65 $ 33,743 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,167 sy $ 50.00 $ 208,333 Paving Construction Cost Subtotal: $ 409,001 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 16,360 V Prep ROW 4% $ 16,360 V Traffic Control Construction Phase Traffic Control 3% $ 12,270 V Pavement Markings/Markers 5% $ 20,450 V Roadway Drainage Standard Internal System 35% $ 143,150 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 20,450 V Sewer Minor Adjustments 5% $ 20,450 V Landscaping(Basic) Sodding and Erosion Control 2% $ 8,180 V Illumination Standard Ilumination System 6% $ 24,540 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 265,851 Paving and Allowance Subtotal: $ 674,852 Construction Contingency: 20% $ 134,970 Construction Cost TOTAL: $ 810,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 810,000 Bonds: 5% $ 40,500 Engineering/Survey/Testing: 15% $ 121,500 Mobilization 10% $ 81,000 ROW/Easement Acquisition: IFALSE 1 15% $ 121,500 Project Cost TOTAL: $ 1,175,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 18-R Project Number: 18-R This project consists of the construction of a completely new Limits: Coastline to TX 361 roadway. Costing Class: Collector(Cl) Length(If): 1,755 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,290 cy $ 16.91 $ 72,544 B6 1"Type'D'HMAC 7,995 sy $ 13.78 $ 110,171 B8 IUnderseal I 7,995 I sy I $ 6.46 I $ 51,648 B1212"Compacted Subgrade 8,385 sy $ 5.65 $ 47,375 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,850 sy $ 50.00 $ 292,500 Paving Construction Cost Subtotal: $ 574,238 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 22,970 V Prep ROW 4% $ 22,970 V Traffic Control Construction Phase Traffic Control 3% $ 17,227 V Pavement Markings/Markers 5% $ 28,712 V Roadway Drainage Standard Internal System 35% $ 200,983 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 28,712 V Sewer Minor Adjustments 5% $ 28,712 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,485 V Illumination Standard Ilumination System 6% $ 34,454 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 373,255 Paving and Allowance Subtotal: $ 947,493 Construction Contingency: 20% $ 189,499 Construction Cost TOTAL: $ 1,137,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,137,000 Bonds: 5% $ 56,850 Engineering/Survey/Testing: 15% $ 170,550 Mobilization 10% $ 113,700 ROW/Easement Acquisition: IFALSE 1 15% $ 170,550 Project Cost TOTAL: $ 1,649,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 18-S Project Number: 18-S This project consists of the construction of a completely new Limits: TX 361 to 1-13 roadway. Costing Class: Collector(Cl) Length(If): 1,220 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,982 cy $ 16.91 $ 50,429 B6 1"Type'D'HMAC 5,558 sy $ 13.78 $ 76,586 B8 IUnderseal I 5,558 I sy I $ 6.46 I $ 35,903 B1212"Compacted Subgrade 5,829 sy $ 5.65 $ 32,933 B13.X No Median 0 sf $ $ D4 (Sidewalk I 4,067 sy $ 50.00 $ 203,333 Paving Construction Cost Subtotal: $ 399,185 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 15,967 V Prep ROW 4% $ 15,967 V Traffic Control Construction Phase Traffic Control 3% $ 11,976 V Pavement Markings/Markers 5% $ 19,959 V Roadway Drainage Standard Internal System 35% $ 139,715 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 19,959 V Sewer Minor Adjustments 5% $ 19,959 V Landscaping(Basic) Sodding and Erosion Control 2% $ 7,984 V Illumination Standard Ilumination System 6% $ 23,951 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 259,470 Paving and Allowance Subtotal: $ 658,656 Construction Contingency: 20% $ 131,731 Construction Cost TOTAL: $ 791,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 791,000 Bonds: 5% $ 39,550 Engineering/Survey/Testing: 15% $ 118,650 Mobilization 10% $ 79,100 ROW/Easement Acquisition: IFALSE 1 15% $ 118,650 Project Cost TOTAL: $ 1,147,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 18-T Project Number: 18-T This project consists of the construction of a completely new Limits: Coastline to TX 361 roadway. Costing Class: Collector(Cl) Length(If): 1,750 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,278 cy $ 16.91 $ 72,337 B6 1"Type'D'HMAC 7,972 sy $ 13.78 $ 109,857 B8 IUnderseal I 7,972 I sy I $ 6.46 I $ 51,501 B1212"Compacted Subgrade 8,361 sy $ 5.65 $ 47,240 B13.X No Median 0 sf $ $ D4 (Sidewalk I 5,833 sy $ 50.00 $ 291,667 Paving Construction Cost Subtotal: $ 572,602 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 22,904 V Prep ROW 4% $ 22,904 V Traffic Control Construction Phase Traffic Control 3% $ 17,178 V Pavement Markings/Markers 5% $ 28,630 V Roadway Drainage Standard Internal System 35% $ 200,411 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 28,630 V Sewer Minor Adjustments 5% $ 28,630 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,452 V Illumination Standard Ilumination System 6% $ 34,356 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 372,191 Paving and Allowance Subtotal: $ 944,793 Construction Contingency: 20% $ 188,959 Construction Cost TOTAL: $ 1,134,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,134,000 Bonds: 5% $ 56,700 Engineering/Survey/Testing: 15% $ 170,100 Mobilization 10% $ 113,400 ROW/Easement Acquisition: IFALSE 1 15% $ 170,100 Project Cost TOTAL: $ 1,644,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 18-U Project Number: 18-U This project consists of the construction of a completely new Limits: TX 361 to 1-D roadway. Costing Class: Collector(Cl) Length(If): 860 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,102 cy $ 16.91 $ 35,549 B6 1"Type'D'HMAC 3,918 sy $ 13.78 $ 53,987 B8 IUnderseal I 3,918 I sy I $ 6.46 I $ 25,309 B1212"Compacted Subgrade 4,109 sy $ 5.65 $ 23,215 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,867 sy $ 50.00 $ 143,333 Paving Construction Cost Subtotal: $ 281,393 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 11,256 V Prep ROW 4% $ 11,256 V Traffic Control Construction Phase Traffic Control 3% $ 8,442 V Pavement Markings/Markers 5% $ 14,070 V Roadway Drainage Standard Internal System 35% $ 98,488 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 14,070 V Sewer Minor Adjustments 5% $ 14,070 V Landscaping(Basic) Sodding and Erosion Control 2% $ 5,628 V Illumination Standard Ilumination System 6% $ 16,884 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 182,905 Paving and Allowance Subtotal: $ 464,298 Construction Contingency: 20% $ 92,860 Construction Cost TOTAL: $ 558,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 558,000 Bonds: 5% $ 27,900 Engineering/Survey/Testing: 15% $ 83,700 Mobilization 10% $ 55,800 ROW/Easement Acquisition: IFALSE 1 15% $ 83,700 Project Cost TOTAL: $ 809,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-rV "" Description: Project No. 18-V Project Number: 18-V This project consists of the construction of a completely new Limits: TX 361 to Coastline roadway. Costing Class: Collector(Cl) Length(If): 1,815 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,437 cy $ 16.91 $ 75,024 B6 1"Type'D'HMAC 8,268 sy $ 13.78 $ 113,938 B8 IUnderseal I 8,268 I sy I $ 6.46 I $ 53,413 B1212"Compacted Subgrade 8,672 sy $ 5.65 $ 48,995 B13.X No Median 0 sf $ $ D4 (Sidewalk I 6,050 sy $ 50.00 $ 302,500 Paving Construction Cost Subtotal: $ 593,870 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 23,755 V Prep ROW 4% $ 23,755 V Traffic Control Construction Phase Traffic Control 3% $ 17,816 V Pavement Markings/Markers 5% $ 29,694 V Roadway Drainage Standard Internal System 35% $ 207,855 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 29,694 V Sewer Minor Adjustments 5% $ 29,694 V Landscaping(Basic) Sodding and Erosion Control 2% $ 11,877 V Illumination Standard Ilumination System 6% $ 35,632 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 386,016 Paving and Allowance Subtotal: $ 979,886 Construction Contingency: 20% $ 195,977 Construction Cost TOTAL: $ 1,176,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,176,000 Bonds: 5% $ 58,800 Engineering/Survey/Testing: 15% $ 176,400 Mobilization 10% $ 117,600 ROW/Easement Acquisition: IFALSE 1 15% $ 176,400 Project Cost TOTAL: $ 1,705,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- 'k�, Description: Project No. 18-W Project Number: 18-W This project consists of the construction of a completely new Limits: La Concha Blvd to Coastline roadway. Costing Class: Collector(Cl) Length(If): 893 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,183 cy $ 16.91 $ 36,913 B6 1"Type'D'HMAC 4,068 sy $ 13.78 $ 56,059 B8 IUnderseal I 4,068 I sy I $ 6.46 I $ 26,280 B1212"Compacted Subgrade 4,267 sy $ 5.65 $ 24,106 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,977 sy $ 50.00 $ 148,833 Paving Construction Cost Subtotal: $ 292,191 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 11,688 V Prep ROW 4% $ 11,688 V Traffic Control Construction Phase Traffic Control 3% $ 8,766 V Pavement Markings/Markers 5% $ 14,610 V Roadway Drainage Standard Internal System 35% $ 102,267 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 14,610 V Sewer Minor Adjustments 5% $ 14,610 V Landscaping(Basic) Sodding and Erosion Control 2% $ 5,844 V Illumination Standard Ilumination System 6% $ 17,531 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 189,924 Paving and Allowance Subtotal: $ 482,114 Construction Contingency: 20% $ 96,423 Construction Cost TOTAL: $ 579,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 579,000 Bonds: 5% $ 28,950 Engineering/Survey/Testing: 15% $ 86,850 Mobilization 10% $ 57,900 ROW/Easement Acquisition: IFALSE 1 15% $ 86,850 Project Cost TOTAL: $ 840,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 18-X Project Number: 18-X This project consists of the construction of a completely new Limits: 1-F to TX 361 roadway. Costing Class: Collector(Cl) Length(If): 830 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,029 cy $ 16.91 $ 34,309 B6 1"Type'D'HMAC 3,781 sy $ 13.78 $ 52,104 B8 IUnderseal I 3,781 I sy I $ 6.46 I $ 24,426 B1212"Compacted Subgrade 3,966 sy $ 5.65 $ 22,405 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,767 sy $ 50.00 $ 138,333 Paving Construction Cost Subtotal: $ 271,577 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 10,863 V Prep ROW 4% $ 10,863 V Traffic Control Construction Phase Traffic Control 3% $ 8,147 V Pavement Markings/Markers 5% $ 13,579 V Roadway Drainage Standard Internal System 35% $ 95,052 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 13,579 V Sewer Minor Adjustments 5% $ 13,579 V Landscaping(Basic) Sodding and Erosion Control 2% $ 5,432 V Illumination Standard Ilumination System 6% $ 16,295 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 176,525 Paving and Allowance Subtotal: $ 448,102 Construction Contingency: 20% $ 89,620 Construction Cost TOTAL: $ 538,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 538,000 Bonds: 5% $ 26,900 Engineering/Survey/Testing: 15% $ 80,700 Mobilization 10% $ 53,800 ROW/Easement Acquisition: IFALSE 1 15% $ 80,700 Project Cost TOTAL: $ 780,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 18-Y Project Number: 18-Y This project consists of the construction of a completely new Limits: 1-H to TX 361 roadway. Costing Class: Collector(Cl) Length(If): 810 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,980 cy $ 16.91 $ 33,482 B6 1"Type'D'HMAC 3,690 sy $ 13.78 $ 50,848 B8 IUnderseal I 3,690 I sy I $ 6.46 I $ 23,837 B1212"Compacted Subgrade 3,870 sy $ 5.65 $ 21,866 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,700 sy $ 50.00 $ 135,000 Paving Construction Cost Subtotal: $ 265,033 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 10,601 V Prep ROW 4% $ 10,601 V Traffic Control Construction Phase Traffic Control 3% $ 7,951 V Pavement Markings/Markers 5% $ 13,252 V Roadway Drainage Standard Internal System 35% $ 92,762 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 13,252 V Sewer Minor Adjustments 5% $ 13,252 V Landscaping(Basic) Sodding and Erosion Control 2% $ 5,301 V Illumination Standard Ilumination System 6% $ 15,902 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 172,271 Paving and Allowance Subtotal: $ 437,304 Construction Contingency: 20% $ 87,461 Construction Cost TOTAL: $ 525,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 525,000 Bonds: 5% $ 26,250 Engineering/Survey/Testing: 15% $ 78,750 Mobilization 10% $ 52,500 ROW/Easement Acquisition: IFALSE 1 15% $ 78,750 Project Cost TOTAL: $ 761,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n`k�, Description: Project No. 18-Z Project Number: 18-Z This project consists of the construction of a completely new Limits: 1-1 to TX 361 roadway. Costing Class: Collector(Cl) Length(If): 790 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,931 cy $ 16.91 $ 32,655 B6 1"Type'D'HMAC 3,599 sy $ 13.78 $ 49,593 B8 IUnderseal I 3,599 I sy I $ 6.46 I $ 23,249 B1212"Compacted Subgrade 3,774 sy $ 5.65 $ 21,326 B13.X No Median 0 sf $ $ D4 (Sidewalk I 2,633 sy $ 50.00 $ 131,667 Paving Construction Cost Subtotal: $ 258,489 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 10,340 V Prep ROW 4% $ 10,340 V Traffic Control Construction Phase Traffic Control 3% $ 7,755 V Pavement Markings/Markers 5% $ 12,924 V Roadway Drainage Standard Internal System 35% $ 90,471 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 12,924 V Sewer Minor Adjustments 5% $ 12,924 V Landscaping(Basic) Sodding and Erosion Control 2% $ 5,170 V Illumination Standard Ilumination System 6% $ 15,509 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 168,018 Paving and Allowance Subtotal: $ 426,507 Construction Contingency: 20% $ 85,301 Construction Cost TOTAL: $ 512,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 512,000 Bonds: 5% $ 25,600 Engineering/Survey/Testing: 15% $ 76,800 Mobilization 10% $ 51,200 ROW/Easement Acquisition: IFALSE 1 15% $ 76,800 Project Cost TOTAL: $ 742,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-rV "" Description: Project No. 18-AA Project Number: 18-AA This project consists of the construction of a completely new Limits: TX 361 to Coastline roadway. Costing Class: Collector(Cl) Length(If): 1,873 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,578 cy $ 16.91 $ 77,421 B6 1"Type'D'HMAC 8,533 sy $ 13.78 $ 117,579 B8 IUnderseal I 8,533 I sy I $ 6.46 I $ 55,120 B1212"Compacted Subgrade 8,949 sy $ 5.65 $ 50,561 B13.X No Median 0 sf $ $ D4 (Sidewalk I 6,243 sy $ 50.00 $ 312,167 Paving Construction Cost Subtotal: $ 612,848 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 24,514 V Prep ROW 4% $ 24,514 V Traffic Control Construction Phase Traffic Control 3% $ 18,385 V Pavement Markings/Markers 5% $ 30,642 V Roadway Drainage Standard Internal System 35% $ 214,497 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 30,642 V Sewer Minor Adjustments 5% $ 30,642 V Landscaping(Basic) Sodding and Erosion Control 2% $ 12,257 V Illumination Standard Ilumination System 6% $ 36,771 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 398,351 Paving and Allowance Subtotal: $ 1,011,199 Construction Contingency: 20% $ 202,240 Construction Cost TOTAL: $ 1,214,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,214,000 Bonds: 5% $ 60,700 Engineering/Survey/Testing: 15% $ 182,100 Mobilization 10% $ 121,400 ROW/Easement Acquisition: IFALSE 1 15% $ 182,100 Project Cost TOTAL: $ 1,760,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-rV "" Description: Project No. 18-AB Project Number: 18-AB This project consists of the construction of a completely new Limits: TX 361 to Coastline roadway. Costing Class: Collector(Cl) Length(If): 1,910 Service Area(s): Padre Island 1 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,669 cy $ 16.91 $ 78,951 B6 1"Type'D'HMAC 8,701 sy $ 13.78 $ 119,901 B8 IUnderseal I 8,701 I sy I $ 6.46 I $ 56,209 B1212"Compacted Subgrade 9,126 sy $ 5.65 $ 51,559 B13.X No Median 0 sf $ $ D4 (Sidewalk I 6,367 sy $ 50.00 $ 318,333 Paving Construction Cost Subtotal: $ 624,954 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 24,998 V Prep ROW 4% $ 24,998 V Traffic Control Construction Phase Traffic Control 3% $ 18,749 V Pavement Markings/Markers 5% $ 31,248 V Roadway Drainage Standard Internal System 35% $ 218,734 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 31,248 V Sewer Minor Adjustments 5% $ 31,248 V Landscaping(Basic) Sodding and Erosion Control 2% $ 12,499 V Illumination Standard Ilumination System 6% $ 37,497 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 406,220 Paving and Allowance Subtotal: $ 1,031,174 Construction Contingency: 20% $ 206,235 Construction Cost TOTAL: $ 1,238,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,238,000 Bonds: 5% $ 61,900 Engineering/Survey/Testing: 15% $ 185,700 Mobilization 10% $ 123,800 ROW/Easement Acquisition: IFALSE 1 15% $ 185,700 Project Cost TOTAL: $ 1,795,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality StudypPAPE-DAWSON Conceptual Level Project Cost Projection / ENGINEERS Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 19-A This project consists of the reconstruction of an existing Limits: Gulf Beach Access Road 3 to Beach Access Rd 2 roadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 24,600 Service Area(s): Padre Island 2 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 109,333 cy $ 16.91 $ 1,848,827 B7 1"Type'B'HMAC 210,467 sy $ 11.70 $ 2,462,460 B8 Underseal 210,467 1 sy 1 $ 6.46 $ 1,359,615 B11 8"Lime stabilized(8%),12"Compacted Subgrade 210,467 sy $ 18.99 $ 3,996,762 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 82,000 sy $ 50.00 $ 4,100,000 Paving Construction Cost Subtotal: $ 13,767,663 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 550,707 V Prep ROW 4% $ 550,707 V Traffic Control Construction Phase Traffic Control 3% $ 413,030 V Pavement Markings/Markers 5% $ 688,383 V Roadway Drainage Standard Internal System 35% $ 4,818,682 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 688,383 V Sewer Minor Adjustments 5% $ 688,383 V Landscaping(Basic) Sodding and Erosion Control 2% $ 275,353 V Illumination Standard Ilumination System 6% $ 826,060 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 3,600,000 Other: $0 $ - Allowance Subtotal: $ 12,548,981 Paving and Allowance Subtotal: $ 26,316,645 Construction Contingency: 20% $ 5,263,329 Construction Cost TOTAL: $ 31,580,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 31,580,000 Bonds: 5% $ 1,579,000 Engineering/Survey/Testing: 15% $ 4,737,000 Mobilization 10% $ 3,158,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 4,737,000 Project Cost TOTAL:1 $ 45,791,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- 1 Project Number: 20-A This project consists of the reconstruction of an existing Limits: S Padre Island Drto 572'East of S Padre Island Dr roadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 572 Service Area(s): Padre Island 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit 7Unit Price Item Cost 72 Excavation(Roadway) 2,542 cy $ 16.91 $ 42,989 B7 1"Type'B'HMAC 4,894 sy $ 11.70 $ 57,257 B8 Underseal 4,894 1 sy 1 $ 6.46 $ 31,614 B11 8"Lime stabilized(8%),12"Compacted Subgrade 4,894 sy 1 $ 18.99 $ 92,933 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 1,907 sy $ 50.00 $ 95,333 Paving Construction Cost Subtotal: $ 320,126 Major Construction Component Allowances: 71 Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 12,805 V Prep ROW 4% $ 12,805 V Traffic Control Construction Phase Traffic Control 3% $ 9,604 V Pavement Markings/Markers 5% $ 16,006 V Roadway Drainage Standard Internal System 35% $ 112,044 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 16,006 V Sewer Minor Adjustments 5% $ 16,006 V Landscaping(Basic) Sodding and Erosion Control 2% $ 6,403 V Illumination Standard Ilumination System 6% $ 19,208 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 208,082 Paving and Allowance Subtotal: $ 528,208 Construction Contingency: 20% $ 105,642 Construction Cost TOTAL: $ 634,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 634,000 Bonds: 5% $ 31,700 Engineering/Survey/Testing: 15% $ 95,100 Mobilization 10% $ 63,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 95,100 Project Cost TOTAL:1 $ 919,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS.4 R SON FJ EG1NEEltS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- 1 Project Number: 20-B This project consists of the reconstruction of an existing Limits: 572'East of S Padre Island Dr to Zahn Rd roadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 3,955 Service Area(s): Padre Island 3 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 17,578 cy $ 16.91 $ 297,240 B7 1"Type'B'HMAC 33,837 sy $ 11.70 $ 395,896 B8 Underseal 33,837 1 sy 1 $ 6.46 $ 218,588 B11 8"Lime stabilized(8%),12"Compacted Subgrade 33,837 sy $ 18.99 $ 642,569 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 13,183 sy $ 50.00 $ 659,167 Paving Construction Cost Subtotal: $ 2,213,460 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 88,538 V Prep ROW 4% $ 88,538 V Traffic Control Construction Phase Traffic Control 3% $ 66,404 V Pavement Markings/Markers 5% $ 110,673 V Roadway Drainage Standard Internal System 35% $ 774,711 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 110,673 V Sewer Minor Adjustments 5% $ 110,673 V Landscaping(Basic) Sodding and Erosion Control 2% $ 44,269 V Illumination Standard Ilumination System 6% $ 132,808 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 400,000 Other: $0 $ - Allowance Subtotal: $ 1,838,749 Paving and Allowance Subtotal: $ 4,052,208 Construction Contingency: 20% $ 810,442 Construction Cost TOTAL: $ 4,863,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 4,863,000 Bonds: 5% $ 243,150 Engineering/Survey/Testing: 15% $ 729,450 Mobilization 10% $ 486,300 ROW/Easement Acquisition: IFALSE 1 15%1 $ 729,450 Project Cost TOTAL:1 $ 7,051,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON � EGlNES Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- 1 Project Number: 20-C This project consists of the reconstruction of an existing Limits: Zahn Rd to Newport Pass Rd roadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 5,490 Service Area(s): Padre Island 3 Description Expansion Project No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 24,400 cy $ 16.91 $ 412,604 B7 1"Type'B'HMAC 46,970 sy $ 11.70 $ 549,549 B8 Underseal 46,970 1 sy 1 $ 6.46 $ 303,426 B11 8"Lime stabilized(8%),12"Compacted Subgrade 46,970 sy $ 18.99 $ 891,960 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 18,300 sy $ 50.00 $ 915,000 Paving Construction Cost Subtotal: $ 3,072,540 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 122,972- V Prep ROW 4% $ 122,902 V Traffic Control Construction Phase Traffic Control 3% $ 92,176 V Pavement Markings/Markers 5% $ 153,627 V Roadway Drainage Standard Internal System 35% $ 1,075,389 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 153,627 V Sewer Minor Adjustments 5% $ 153,627 V Landscaping(Basic) Sodding and Erosion Control 2% $ 61,451 V Illumination Standard Ilumination System 6% $ 184,352 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 800,000 Other: $0 $ - Allowance Subtotal: $ 2,797,151 Paving and Allowance Subtotal: $ 5,869,690 Construction Contingency: 20% $ 1,173,938 Construction Cost TOTAL: $ 7,0441 000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 7,044,000 Bonds: 5% $ 352,200 Engineering/Survey/Testing: 15% $ 1,056,600 Mobilization 10% $ 704,400 ROW/Easement Acquisition: IFALSE 1 15%1 $ 1,056,600 Project Cost TOTAL:1 $ 10,214,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • ■- 1 Project Number: 20-D This project consists of the reconstruction of an existing Limits: Newport Pass Rd to Gulf Beach Access Road 3 roadway. Costing Class: Primary Rural Arterial(RA3) Length(If): 6,272 Service Area(s): Padre Island 3 Description Expansion Project oadway Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 27,876 cy $ 16.91 $ 471,376 B7 1"Type'B'HMAC 53,660 sy $ 11.70 $ 627,827 B8 Underseal 53,660 sy $ 6.46 $ 346,646 B11 8"Lime stabilized(8%),12"Compacted Subgrade 53,660 sy $ 18.99 $ 1,019,012 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 20,907 sy $ 50.00 $ 1,045,333 Paving Construction Cost Subtotal: $ 3,510,194 Major Construction Component Allowances: Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 140,478- V Prep ROW 4% $ 140,408 V Traffic Control Construction Phase Traffic Control 3% $ 105,306 V Pavement Markings/Markers 5% $ 175,510 V Roadway Drainage Standard Internal System 35% $ 1,228,568 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 175,510 V Sewer Minor Adjustments 5% $ 175,510 V Landscaping(Basic) Sodding and Erosion Control 2% $ 70,204 V Illumination Standard Ilumination System 6% $ 210,612 v Traffic Signalization Assume Signal per Half Mile $400,000 $ 800,000 Other: $0 $ - Allowance Subtotal: $ 3,081,626 Paving and Allowance Subtotal: $ 6,591,821 Construction Contingency: 20% $ 1,318,364 Construction Cost TOTAL: $ 7,911,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 7,911,000 Bonds: 5% $ 395,550 Engineering/Survey/Testing: 15% $ 1,186,650 Mobilization 10% $ 791,100 ROW/Easement Acquisition: IFALSE 1 15%1 $ 1,186,650 Project Cost TOTAL:1 $ 11,471,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo_n- "�,�, Description: Project No. 20-E Project Number: 20-E This project consists of the construction of a completely new Limits: Park Rd 22 to Packery Channel Park Rd roadway. Costing Class: Collector(Cl) Length(If): 8,448 Service Area(s): Padre Island 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 20,651 cy $ 16.91 $ 349,203 B6 1"Type'D'HMAC 38,485 sy $ 13.78 $ 530,328 B8 IUnderseal I 38,485 I sy I $ 6.46 I $ 248,615 B1212"Compacted Subgrade 40,363 sy $ 5.65 $ 228,049 B13.X No Median 0 sf $ $ D4 (Sidewalk I 28,160 sy $ 50.00 $ 1,408,000 Paving Construction Cost Subtotal: $ 2,764,195 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 110,568 V Prep ROW 4% $ 110,568 V Traffic Control Construction Phase Traffic Control 3% $ 82,926 V Pavement Markings/Markers 5% $ 138,210 V Roadway Drainage Standard Internal System 35% $ 967,468 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 138,210 V Sewer Minor Adjustments 5% $ 138,210 V Landscaping(Basic) Sodding and Erosion Control 2% $ 55,284 V Illumination Standard Ilumination System 6% $ 165,852 Traffic Signalization Assume Signal per Half Mile $400,000 $ 1,200,000 Other: $0 $ - Allowance Subtotal: $ 2,996,727 Paving and Allowance Subtotal: $ 5,760,922 Construction Contingency: 20% $ 1,152,184 Construction Cost TOTAL: $ 6,914,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 6,914,000 Bonds: 5% $ 345,700 Engineering/Survey/Testing: 15% $ 1,037,100 Mobilization 10% $ 691,400 ROW/Easement Acquisition: IFALSE 1 15% $ 1,037,100 Project Cost TOTAL: $ 10,025,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-n- ' Description: Project No. 20-1 Project Number: 20-1 This project consists of the construction of a completely new Limits: Park Rd 22 to Sand Dollar Ave(Proposed Section) roadway. Costing Class: Collector(Cl) Length(If): 575 Service Area(s): Padre Island 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,406 cy $ 16.91 $ 23,768 B6 1"Type'D'HMAC 2,619 sy $ 13.78 $ 36,096 B8 IUnderseal I 2,619 I sy I $ 6.46 I $ 16,922 B1212"Compacted Subgrade 2,747 sy $ 5.65 $ 15,522 B13.X No Median 0 sf $ $ D4 (Sidewalk I 1,917 sy $ 50.00 $ 95,833 Paving Construction Cost Subtotal: $ 188,141 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 7,526 V Prep ROW 4% $ 7,526 V Traffic Control Construction Phase Traffic Control 3% $ 5,644 V Pavement Markings/Markers 5% $ 9,407 V Roadway Drainage Standard Internal System 35% $ 65,849 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 9,407 V Sewer Minor Adjustments 5% $ 9,407 V Landscaping(Basic) Sodding and Erosion Control 2% $ 3,763 V Illumination Standard Ilumination System 6% $ 11,288 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 122,291 Paving and Allowance Subtotal: $ 310,432 Construction Contingency: 20% $ 62,086 Construction Cost TOTAL: $ 373,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 373,000 Bonds: 5% $ 18,650 Engineering/Survey/Testing: 15% $ 55,950 Mobilization 10% $ 37,300 ROW/Easement Acquisition: IFALSE 1 15% $ 55,950 Project Cost TOTAL: $ 541,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-n- ' Description: Project No. 20-J Project Number: 20-J This project consists of the construction of a completely new Limits: Park Rd 22 to Sand Dollar Ave(Proposed Section) roadway. Costing Class: Collector(Cl) Length(If): 575 Service Area(s): Padre Island 3 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,406 cy $ 16.91 $ 23,768 B6 1"Type'D'HMAC 2,619 sy $ 13.78 $ 36,096 B8 IUnderseal I 2,619 I sy I $ 6.46 I $ 16,922 B1212"Compacted Subgrade 2,747 sy $ 5.65 $ 15,522 B13.X No Median 0 sf $ $ D4 (Sidewalk I 1,917 sy $ 50.00 $ 95,833 Paving Construction Cost Subtotal: $ 188,141 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 7,526 V Prep ROW 4% $ 7,526 V Traffic Control Construction Phase Traffic Control 3% $ 5,644 V Pavement Markings/Markers 5% $ 9,407 V Roadway Drainage Standard Internal System 35% $ 65,849 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 9,407 V Sewer Minor Adjustments 5% $ 9,407 V Landscaping(Basic) Sodding and Erosion Control 2% $ 3,763 V Illumination Standard Ilumination System 6% $ 11,288 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 122,291 Paving and Allowance Subtotal: $ 310,432 Construction Contingency: 20% $ 62,086 Construction Cost TOTAL: $ 373,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 373,000 Bonds: 5% $ 18,650 Engineering/Survey/Testing: 15% $ 55,950 Mobilization 10% $ 37,300 ROW/Easement Acquisition: IFALSE 1 15% $ 55,950 Project Cost TOTAL: $ 541,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON FJ ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 21-C This project consists of the reconstruction of an existing Limits: Sea Pines Dr to Allamanda Dr roadway. Costing Class: Secondary Collector(C2) Length(If): 1,584 Service Area(s): Padre Island 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 3,960 cy $ 16.91 $ 66,964 B7 1"Type'B'HMAC 7,392 sy $ 11.70 $ 86,486 B8 Underseal 7,392 1 sy 1 $ 6.46 $ 47,752 B11 8"Lime stabilized(8%),12"Compacted Subgrade 7,392 sy $ 18.99 $ 140,374 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 5,280 sy $ 50.00 $ 264,000 Paving Construction Cost Subtotal: $ 605,576 Major Construction Component Allowances: 111111% Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 24,273— V Prep ROW 4% $ 24,223 V Traffic Control Construction Phase Traffic Control 3% $ 18,167 V Pavement Markings/Markers 5% $ 30,279 V Roadway Drainage Standard Internal System 35% $ 211,952 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 30,279 V Sewer Minor Adjustments 5% $ 30,279 V Landscaping(Basic) Sodding and Erosion Control 2% $ 12,112 V Illumination Standard Ilumination System 6% $ 36,335 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 393,625 Paving and Allowance Subtotal: $ 999,201 Construction Contingency: 20% $ 199,840 Construction Cost TOTAL: $ 1,200,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,200,000 Bonds: 5% $ 60,000 Engineering/Survey/Testing: 15% $ 180,000 Mobilization 10% $ 120,000 ROW/Easement Acquisition: IFALSE 1 15%1 $ 180,000 Project Cost TOTAL:1 $ 1,740,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi Rough Proportionality Study ENGINEERS SON rd ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project • • Description: Project Number: 21-E This project consists of the reconstruction of an existing Limits: 1,079 ft South of White Cap Blvd to Access Rd 4 roadway. Costing Class: Collector(Cl) Length(If): 1,073 Service Area(s): Padre Island 4 Description Expansion Project r, No. Item Description Quantity Unit Unit Price Item Cost 72 Excavation(Roadway) 2,623 cy $ 16.91 $ 44,353 B6 1"Type'D'HMAC 4,888 sy $ 13.78 $ 67,358 B8 Underseal 4,888 1 sy 1 $ 6.46 $ 31,577 B12 12"Compacted Subgrade 5,127 sy $ 5.65 $ 28,965 B13.X I No Median 0 sf $ - $ - D4 ISidewalk 3,577 sy $ 50.00 $ 178,833 Paving Construction Cost Subtotal: $ 351,087 Major Construction Component Allowances: I Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 14,043 V Prep ROW 4% $ 14,043 V Traffic Control Construction Phase Traffic Control 3% $ 10,533 V Pavement Markings/Markers 5% $ 17,554 V Roadway Drainage Standard Internal System 35% $ 122,880 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 17,554 V Sewer Minor Adjustments 5% $ 17,554 V Landscaping(Basic) Sodding and Erosion Control 2% $ 7,022 V Illumination Standard Ilumination System 6% $ 21,065 v Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 228,206 Paving and Allowance Subtotal: $ 579,293 Construction Contingency: 20% $ 115,859 Construction Cost TOTAL: $ 696,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 696,000 Bonds: 5% $ 34,800 Engineering/Survey/Testing: 15% $ 104,400 Mobilization 10% $ 69,600 ROW/Easement Acquisition: IFALSE 1 15%1 $ 104,400 Project Cost TOTAL:1 $ 1,009,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 21-A Project Number: 21-A This project consists of the construction of a completely new Limits: Sea Pines Dr to 2,326 ft North of Sea Pines Dr roadway. Costing Class: Secondary Collector(C2) Length(If): 2,323 Service Area(s): Padre Island 4 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 5,808 cy $ 16.91 $ 98,213 B7 1"Type'B'HMAC 10,842 sy $ 11.70 $ 126,847 B8 IUnderseal I 10,842 I sy I $ 6.46 I $ 70,037 B118"Lime stabilized(8%),12"Compacted Subgrade 10,842 sy $ 18.99 $ 205,882 B13.X No Median 0 sf $ $ D4 (Sidewalk I 7,744 sy $ 50.00 $ 387,200 Paving Construction Cost Subtotal: $ 888,179 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 35,527 V Prep ROW 4% $ 35,527 V Traffic Control Construction Phase Traffic Control 3% $ 26,645 V Pavement Markings/Markers 5% $ 44,409 V Roadway Drainage Standard Internal System 35% $ 310,863 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 44,409 V Sewer Minor Adjustments 5% $ 44,409 V Landscaping(Basic) Sodding and Erosion Control 2% $ 17,764 V Illumination Standard Ilumination System 6% $ 53,291 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 577,316 Paving and Allowance Subtotal: $ 1,465,495 Construction Contingency: 20% $ 293,099 Construction Cost TOTAL: $ 1,759,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,759,000 Bonds: 5% $ 87,950 Engineering/Survey/Testing: 15% $ 263,850 Mobilization 10% $ 175,900 ROW/Easement Acquisition: IFALSE 1 15% $ 263,850 Project Cost TOTAL: $ 2,551,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informatfo-n- ' Description: Project No. 21-13 Project Number: 21-B This project consists of the construction of a completely new Limits: White Cap Blvd to 1,079 ft South of White Cap Blvd roadway. Costing Class: Collector(Cl) Length(If): 1,081 Service Area(s): Padre Island 4 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 2,643 cy $ 16.91 $ 44,698 B6 1"Type'D'HMAC 4,926 sy $ 13.78 $ 67,882 B8 IUnderseal I 4,926 I sy I $ 6.46 I $ 31,823 B1212"Compacted Subgrade 5,166 sy $ 5.65 $ 29,190 B13.X No Median 0 sf $ $ D4 (Sidewalk I 3,604 sy $ 50.00 $ 180,223 Paving Construction Cost Subtotal: $ 353,816 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 14,153 V Prep ROW 4% $ 14,153 V Traffic Control Construction Phase Traffic Control 3% $ 10,614 V Pavement Markings/Markers 5% $ 17,691 V Roadway Drainage Standard Internal System 35% $ 123,835 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 17,691 V Sewer Minor Adjustments 5% $ 17,691 V Landscaping(Basic) Sodding and Erosion Control 2% $ 7,076 V Illumination Standard Ilumination System 6% $ 21,229 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 229,980 Paving and Allowance Subtotal: $ 583,796 Construction Contingency: 20% $ 116,759 Construction Cost TOTAL: $ 701,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 701,000 Bonds: 5% $ 35,050 Engineering/Survey/Testing: 15% $ 105,150 Mobilization 10% $ 70,100 ROW/Easement Acquisition: IFALSE 1 15% $ 105,150 Project Cost TOTAL: $ 1,016,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 21-F Project Number: 21-F This project consists of the construction of a completely new Limits: Access Rd 6 to 504'N of Access Rd 6 roadway. Costing Class: Collector(Cl) Length(If): 504 Service Area(s): Padre Island 4 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,232 cy $ 16.91 $ 20,833 B6 1"Type'D'HMAC 2,296 sy $ 13.78 $ 31,639 B8 IUnderseal I 2,296 I sy I $ 6.46 I $ 14,832 B1212"Compacted Subgrade 2,408 sy $ 5.65 $ 13,605 B13.X No Median 0 sf $ $ D4 (Sidewalk I 1,680 sy $ 50.00 $ 84,000 Paving Construction Cost Subtotal: $ 164,909 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 6,596 V Prep ROW 4% $ 6,596 V Traffic Control Construction Phase Traffic Control 3% $ 4,947 V Pavement Markings/Markers 5% $ 8,245 V Roadway Drainage Standard Internal System 35% $ 57,718 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 8,245 V Sewer Minor Adjustments 5% $ 8,245 V Landscaping(Basic) Sodding and Erosion Control 2% $ 3,298 V Illumination Standard Ilumination System 6% $ 9,895 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 107,191 Paving and Allowance Subtotal: $ 272,100 Construction Contingency: 20% $ 54,420 Construction Cost TOTAL: $ 327,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 327,000 Bonds: 5% $ 16,350 Engineering/Survey/Testing: 15% $ 49,050 Mobilization 10% $ 32,700 ROW/Easement Acquisition: IFALSE 1 15% $ 49,050 Project Cost TOTAL: $ 474,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Description: Project No. 21-G Project Number: 21-G This project consists of the construction of a completely new Limits: Palmira Ave to Park Rd 22 roadway. Costing Class: Collector(Cl) Length(If): 528 Service Area(s): Padre Island 4 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 1,291 cy $ 16.91 $ 21,825 B6 1"Type'D'HMAC 2,405 sy $ 13.78 $ 33,145 B8 IUnderseal I 2,405 I sy I $ 6.46 I $ 15,538 B1212"Compacted Subgrade 2,523 sy $ 5.65 $ 14,253 B13.X No Median 0 sf $ $ D4 (Sidewalk I 1,760 sy $ 50.00 $ 88,000 Paving Construction Cost Subtotal: $ 172,762 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 6,910 V Prep ROW 4% $ 6,910 V Traffic Control Construction Phase Traffic Control 3% $ 5,183 V Pavement Markings/Markers 5% $ 8,638 V Roadway Drainage Standard Internal System 35% $ 60,467 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 8,638 V Sewer Minor Adjustments 5% $ 8,638 V Landscaping(Basic) Sodding and Erosion Control 2% $ 3,455 V Illumination Standard Ilumination System 6% $ 10,366 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 112,295 Paving and Allowance Subtotal: $ 285,058 Construction Contingency: 20% $ 57,012 Construction Cost TOTAL: $ 343,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 343,000 Bonds: 5% $ 17,150 Engineering/Survey/Testing: 15% $ 51,450 Mobilization 10% $ 34,300 ROW/Easement Acquisition: IFALSE 1 15% $ 51,450 Project Cost TOTAL: $ 497,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. City of Corpus Christi PAPE-DAWSON " Rough Proportionality Study �n `= = / ENGINEERS Conceptual Level Project Cost Projection Worksheet Last Updated:04/10/2022 Project Informat Description: Project No. 21-H Project Number: 21-H This project consists of the construction of a completely new Limits: Sea Pines Dr to Park Rd 22 roadway. Costing Class: Collector(Cl) Length(If): 1,954 Service Area(s): Padre Island 4 Description New Project Roadway No. Item Description Quantity Unit Unit Price Item Cost B2 Excavation(Roadway) 4,775 cy $ 16.91 $ 80,753 B6 1"Type'D'HMAC 8,900 sy $ 13.78 $ 122,638 B8 IUnderseal I 8,900 I sy I $ 6.46 I $ 57,492 B1212"Compacted Subgrade 9,334 sy $ 5.65 $ 52,736 B13.X No Median 0 sf $ $ D4 (Sidewalk I 6,512 sy $ 50.00 $ 325,600 Paving Construction Cost Subtotal: $ 639,220 ComponentMajor Construction Item Description Notes Allowance Item Cost V Sidewalk Components Pedestrian Island 4% $ 25,569 V Prep ROW 4% $ 25,569 V Traffic Control Construction Phase Traffic Control 3% $ 19,177 V Pavement Markings/Markers 5% $ 31,961 V Roadway Drainage Standard Internal System 35% $ 223,727 Special Drainage Structures None Anticipated 0% $ - V Water Minor Adjustments 5% $ 31,961 V Sewer Minor Adjustments 5% $ 31,961 V Landscaping(Basic) Sodding and Erosion Control 2% $ 12,784 V Illumination Standard Ilumination System 6% $ 38,353 Traffic Signalization Assume Signal per Half Mile $400,000 $ - Other: $0 $ - Allowance Subtotal: $ 415,493 Paving and Allowance Subtotal: $ 1,054,713 Construction Contingency: 20% $ 210,943 Construction Cost TOTAL: $ 1,266,000 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: - $ 1,266,000 Bonds: 5% $ 63,300 Engineering/Survey/Testing: 15% $ 189,900 Mobilization 10% $ 126,600 ROW/Easement Acquisition: IFALSE 1 15% $ 189,900 Project Cost TOTAL: $ 1,836,000 NOTE:These planning level cost projections listed in this appendix have been developed for rough proportionality calculations only and should not be used for any future Capital Improvement Planning within the City of Corpus Christi. CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document September 2023 l lhllllili II �� "f{ hkwwk ��g IVVVVVV ryvvvvvvr4541 ' s i j CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document September 2023 FOR REVIEW NOT INTENDED FOR PERMIT, BIDDING,OR CONSTRUCTION ENGINEER: Jacob Powell P.E.SERIAL NO:108825 DATE: 9/8/2023 TQxa3 FHgfnvrurmq Firm"70 Tcxds Sar&4yrmg Prn7ll'00 8wo PA1rL-DA Yip LIN rEj ENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document TABLE OF CONTENTS INTRODUCTION .....................................................................................................5 GeneralOverview .........................................................................................................................................5 Outlineof Scope............................................................................................................................................5 Land Use Assumptions Update.............................................................................................................6 Collect and Review of Existing Data......................................................................................................6 Storm Water Mapping System Update.................................................................................................6 Hydrologic& Hydraulic (H&H) Model Development............................................................................7 System Capacity& Risk Assessment.....................................................................................................7 Capital Improvement and Master Plan Development..........................................................................8 Capital Improvement Advisory Council ........................................................................................................8 SERVICE AREAS AND FLOODPLAINS ................................................................................9 ServiceAreas.................................................................................................................................................9 FEMAFloodplain...........................................................................................................................................9 LAND USE ASSUMPTIONS..........................................................................................10 AreaDevelopment Plans.............................................................................................................................10 ProjectedGrowth Rate...............................................................................................................................11 LandUse ....................................................................................................................................................16 ExistingConditions..............................................................................................................................17 Proposed (10-Year) Conditions...........................................................................................................18 UltimateConditions............................................................................................................................18 HYDROLOGY& HYDRAULICS ......................................................................................15 ICM1D/2D Area..........................................................................................................................................18 Hydrology and Subcatchments...........................................................................................................18 Additional Hydrologic Parameters......................................................................................................19 Pipesand Nodes..................................................................................................................................19 2DZones .............................................................................................................................................21 P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx TOC-1 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document RunManager.......................................................................................................................................21 Existing Conditions Results.................................................................................................................22 Proposed Conditions Results..............................................................................................................22 Downtown—XPSWMM 1D/2D...................................................................................................................22 Oso Creek—1D/2D Unsteady Model..........................................................................................................23 HydrologicStudy—Level 1..................................................................................................................23 HydrologicStudy—Level 2..................................................................................................................23 HydrologicStudy—Level 3..................................................................................................................25 Applying Existing Hydrology to 1D/2D Unsteady Model....................................................................26 Ultimate Conditions Hydrology...........................................................................................................26 Proposed/Ultimate Conditions 1D/2D Hydraulics..............................................................................27 Flour Bluff—RAS 2D Rain-on-Grid RAS 2D..................................................................................................27 StudyArea...........................................................................................................................................27 CollectingData....................................................................................................................................27 COCC 2D ROG RAS Modeling..............................................................................................................28 PMAIdentification..............................................................................................................................29 ProposedConditions...........................................................................................................................29 NorthBeach &The Island...........................................................................................................................29 POTENTIAL MITIGATION AREA(PMA) DETERMINATION......................................................34 Potential Mitigation Area (PMA) Determination........................................................................................34 ProposedProjects.......................................................................................................................................34 COST& BENEFIT FACTORS .......................................................................................37 Benefits ....................................................................................................................................................38 CapitalImprovements.................................................................................................................................38 P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx TOC-2 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document LIST OF TABLES Table 1. Projected Annual Growth by HousehoIds Projected Annual Growth by Households...................12 Table 2. Projected Annual Growth by Employees......................................................................................12 Table 3. MPO Annual Growth Rate vs.Annual Growth Rate by Lot Additions...........................................13 Table 4. Historic Growth Rate by ADP........................................................................................................14 Table 5. Growth Rates Reviewed and Selected..........................................................................................15 Table 6. Projected 10-Year Commercial and Residental Growth by ADP..................................................16 Table 7. Flood Frequency AnalysisFlood Frequency Analysis.....................................................................25 Table8. Project Descriptions......................................................................................................................35 Table 9. Project CostsProject Costs.............................................................................................................38 Table 10. Project Benefits - Risk Reduction (Excluding Oso Creek)............................................................39 Table 11. Project Benefits and Cost(Excluding Oso Creek)........................................................................40 Table 12. Proejct Cost Benefit Ratio (Excluding Oso Creek).......................................................................41 Table 13. Oso Creek Basin Project Costs.....................................................................................................42 LIST OF Flr!,' Figure 1. North Beach Floodplain ...............................................................................................................30 Figure 2. North Padre Island Floodplain .....................................................................................................31 Figure 3. Mustand Island Floodplain...........................................................................................................32 Figure 4. Mustand Island Floodplain...........................................................................................................33 LIST OF EXHIBITS Exhibit 1-Overall H&H Method Exhibit 2-Overall Master Plan Exhibit 3 - Drainage Service Areas Exhibit 4- FEMA Floodplains Exhibit 5 - Existing Conditions Land Use Exhibit 6- Proposed Conditions (10-Year) Land Use Exhibit 7- Ultimate Conditions Land Use P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx TOC-3 PAPE-DA W ON FiENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Exhibit 8- ICM Zones Exhibit 9- Level 1 & 2 Watersheds (Oso Creek) Exhibit 10 - Level 3 Watersheds (Oso Creek) Exhibit 11 - Existing Conditions Results (Oso Creek) Exhibit 12 - Proposed/Ultimate Conditions Results (Oso Creek) Exhibit 13 - Flour Bluff ROG Results LIST OF APPENDICES Appendix A-Oso Creek Hydrology Calculations Appendix B - Indexed Citywide Master Plan Appendix C- Project Quad Sheets Appendix D - Project Quad Sheets with Inundation Mapping P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx TOC-4 PAPE-DA W ON MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document INTRODUCTION Corpus Christi Public Works (PWD) is responsible for the maintenance, operation, management, and expansion of stormwater drainage systems throughout the City of Corpus Christi, Texas (City). This Stormwater Master Plan is an overarching planning document intended to guide policy on maintenance, improvement, and expansion of stormwater infrastructure through a ten-year planning horizon, while looking at ultimate development conditions for the City's watersheds. This plan is intended to identify Potential Mitigation Areas (PMAs) based on storm drain system capacity constraints, buildings potentially at flood risk, and develop recommendations for drainage system improvement projects to be implemented in the City's Capital Improvement Program (CIP). Proposed new and upgraded storm drain projects are recommended and general cost data is provided. General Overview This Stormwater Master Plan has been developed in accordance with Texas Local Government Code Title 12, Planning and Development, Subtitle C, Planning and Development Provisions Applying to More Than One Type of Local Government, Chapter 395 — Financing Capital Improvements Required by New Development in Municipalities,Counties,and Certain other Local Governments(Chapter 395). In addition, existing local codes and regulations including the City's Infrastructure Design Manual (IDM), Unified Development Code (UDC); the City's draft Drainage Criteria Manual and draft Drainage Design Manual; and other relevant state and federal codes and regulations were considered in providing recommendations for improvements. Existing system conditions, Area Development Plans, current and past Master Plans, existing studies, USGS gage data, and land use information have been collected, reviewed, and assessed to develop planning and development guidance through a ten-year planning period and an ultimate buildout condition. This Master Plan meets the requirements of Chapter 395 for use in evaluating impacts related to development and identified projects and related costs are apportioned for maintenance and improvement of existing service separately from projects and costs related to new development. Outline of Scope Development of this comprehensive master plan for the City of Corpus Christi Stormwater System was accomplished through a series of tasks as outlined below. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 5 PAPE'"'DAWSON CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Land Use Assumptions Update Updated Land Use Assumptions (LUAs) are necessary to accurately assess current and future stormwater system capacity and infrastructure needs.Comprehensive master plans,Area Development Plans,platting and building permit history,along with adopted current and future Land Uses from the City were reviewed to provide updated LUAs. Land use assumptions are based on past and present development patterns, current and projected land use, current and projected zoning, projected population growth and patterns, and input from city Staff,the Capital Improvements Advisory Committee (CIAC), and the community. Collect and Review of Existing Data Data and documents reviewed in conjunction with the development of this Master Plan include, but are not limited to: • City of Corpus Christi stormwater network GIS files. • Federal Emergency Management Agency (FEMA) Base Level Engineering (BLE) hydraulic models. • Existing City of Corpus Christi hydraulic and hydrologic models, as available. • City of Corpus Christi project as-builts, as available. • National Oceanic and Atmospheric Association (NOAA)Atlas 14 Precipitation Data • United States Geologic Survey(USGS) Gage Data • Texas Natural Resources Information System (TNRIS) 2018 LiDAR topographic mapping for the City and Extra Territorial Jurisdiction (ETJ). • Existing Stormwater Master Plan exhibits. • Existing adopted and draft design standards. • Nueces County Appraisal District(NCAD) parcel data and building footprints. • USGS Soils and Data • National Land Cover Dataset(2016) Storm Water Mapping System Update Additional information was used to update stormwater system models and GIS data to at least 2019 conditions.This process included: • Performing desktop review of infrastructure using Eagleview Connect Explorer. Data was incorporated into HEC-RAS 1D/2D and 2D models, and Innovyze ICM 1D/2D model. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 6 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document • Incorporating topographic survey from the Tri-County Drainage Master Plan study(performed by Halff&Associates). Data was incorporated into the HEC-RAS 1D/2D model. • Update of underground storm drain system components such as manhole(MH), node, and outfall locations, elevations and inverts as needed to obtain hydrologic and hydraulic (H&H) model stability. Data was incorporated into ICM 1D/2D model. Hydrologic&Hydraulic(H&H)Model Development Hydrologic and hydraulic (H&H) models were developed for watersheds throughout the city limits of Corpus Christi. They were also developed for the Oso Creek watershed outside of the city limits, including the ETJ, Robstown, Nueces County unincorporated areas,etc. H&H methods and selected software varied based on watershed topographic characteristics,level of development,and density of existing stormwater infrastructure. Exhibit 1 illustrates the limits of the different H&H modeling methods. Calculations were performed for existing and ultimate development conditions for 10% annual chance (10-year) and 1% annual chance (100-year) storm events to assess infrastructure capacity and identify areas with potential flood risk, designated as Potential Mitigation Areas (PMAs). System Capacity&Risk Assessment Project recommendations for the master plan are based on insufficient capacity for existing storm drain, culvert,and channel systems;areas with potential population growth;and number of buildings potentially at risk under existing development and infrastructure conditions. In the Oso Creek watersheds, channels ditches, and tributaries tend to be at or over capacity during an existing 10-year storm event. Proposed projects were prioritized based on the likelihood of development growth in the next ten years and to relieve known drainage issues based on discussions with the City. In the developed areas of the City, Potential Mitigation Areas (PMAs)were identified and refined based on the number of buildings at risk of flooding. Potential structure inundation was analyzed for 10-year and 100-year storm events,with varying minimum inundation depths. Based on discussions with City staff, PMAs were identified where a 10-year storm event resulted in flood depths of 12" or greater at existing structures. Recommendations for improvements were identified and included in the proposed master plan. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 7 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Capital Improvement and Stormwater Master Plan Development As PMAs were identified and proposed projects were developed,the information was discussed with,and reviewed by, City of Corpus Christi Public Works engineering staff. Coordination meetings were also held with Nueces County and TxDOT engineers and consultants. Where PMAs coincided with recent or existing City, County, or State projects, proposed project limits were revised. Projects that were taken into consideration include but are not limited to: • La Volla Creek channel and detention improvements and remapping • Williams Ditch Improvements • Glen Oak Drive culvert improvements • Oso Creek Bottom Rectification project planned by the City. • Potential Nueces County Projects identified in the Tri-County Drainage Master Plan study. • TxDOT Harbor Bridge related improvements • TxDOT Crosstown Expressway improvements near London PMA selection was refined as H&H model iterations were completed and based on discussion with City staff and with the Capital Improvements Advisory Council (CIAC). Proposed projects to mitigate issues in the PMAs were then developed for the Stormwater Master Plan. Opinions of Probable Construction Costs (OPCC) for identified projects were developed using historic costs data from recent projects in the City, TxDOT unit price information, and adjusted for consistency for the range of applicable bid items. The Stormwater Master Plan was then developed by compiling the information,data, analysis,and results from the various tasks as described. Potential funding sources were identified for each project in the Stormwater Master Plan. See Exhibit 2 for an overall exhibit of the Stormwater Master Plan projects. Capital Improvement Advisory Council In accordance with Chapter 395,the City established a Capital Improvement Advisory Council (CIAC)that was tasked with overseeing and guiding the development of the Master Plan and the associated Capital Improvement Program.Composition of the CIAC is fifteen members appointed bythe City council of which at least six members represent the real estate, development, or building industry. As noted by the City's description of the CIAC: P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 8 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document "The committee shall serve in an advisory capacity; advise and assist the City Council in adopting land use assumptions; review the capital improvements plan, land use assumptions and impact fees, and file written comments in accordance with Chapter 395 of the Texas Local Government Code; monitor and evaluate the implementation of the capital improvements plan; file semiannual reports with respect to the progress of the capital improvements plan and report to City Council any perceived inequities in implementing the plan or imposing the impact fee; and advise the City Council of the need to update or revise the land use assumptions, capital improvements plan, and impact fee." Members of CIAC were regularly briefed on the development of the Master Plan, provided information as it was developed, and provided input and recommendations. SERVICE AREAS AND FLOODPLAINS Service Areas Corpus Christi watersheds drain in several directions. Areas generally north of I-37 drain towards the Nueces River and Viola Channel/Tule Channel/Industrial Canal. Areas south of I-37 and west/southwest of South Padre Island Drive (SPID) generally drain towards Oso Creek and eventually into Oso Bay. Areas east/northeast of SPID generally drain directlyto Corpus Christi Bay or Oso Bay. Flour Bluff generally drains in two directions, with the western half draining to Oso Bay and the eastern half draining to the Laguna Madre. Mustang Island/North Padres Island (The Island)drain to Corpus Christ Bay,the Laguna Madre, or the Gulf of Mexico. The watersheds within Corpus Christi, and within the Oso Creek watershed outside the city limits were broken up into service areas initially for the purposes grouping areas by watershed, development type, and possible funding sources. After reviewing service areas with City staff and CIAC, the total number of service areas was determined to be eight (8). See Exhibit 3. FEMA Floodplain City of Corpus Christi and Nueces County FEMA Floodplains were updated, effective October 13, 2022. Depending on the area of the city or county, and the proximity to the bay or gulf, FEMA Zones include P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 9 PAPE'"'DAWSON CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document riverine Zones A, AE, AC, and velocity zone VE. FEMA Base Flood Elevations (BFE) derived from Zone AE and VE information was used as downstream boundary constraints for H&H models See Exhibit 4 for the FEMA Floodplains. LAND USE ASSUMPTIONS For the stormwater master plan, demand on public infrastructure is a function of impervious cover within the watershed, which is a function of population growth and development type. In other words, the denser the development, the more runoff is produced from that development. Evaluation of existing capacity of the stormwater system (pipes, culverts, and channels) is based on existing land use and associated impervious cover. Likewise, evaluation of the future demands on the stormwater system related to development requires a reasonable assessment of impervious cover associated with development and where and how new development occurs. Taken together these parameters are referred to as Land Use Assumptions(LUAs). LUAs were determined for Existing Conditions, 10-year future development conditions, and ultimate development conditions (assuming the entire watershed is developed). Area Development Plans To improve City-wide planning, zoning, and land use assumptions the City Planning Department divides the city into nine planning areas (Bayside, Corpus Christi Airport, Downtown, Flour Bluff, London, Northwest, Padre/Mustang Island, Southside, and Westside) and has developed planning documents for each area.These Area Development Plans (ADPs) are based on current and projected land usage and on projected needs based on the character, land use, population, and anticipated development of the individual areas. Projections for each area can be combined to provide overall City-wide Land Use Assumptions. In addition to the ADPs currently in place, a tenth planning area bounded by the Northwest ADP,the City of Robstown, Texas, and west of Interstate 69 has been identified and used in the master plan development. This tenth planning area is referred to as the Calallen Planning Development Area. Error! P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 10 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Reference source not found. of the Wastewater Master Plan shows the ADPs used in developing the land use assumptions. Both the London and Calallen planning areas extend into the City's ETJ outside of the City Limits. Development in these areas is occurring and is expected to continue to occur with related annexation of the land and extension of City services over the next ten years. Additional development of land in the ETJ is expected to follow the growth patterns of the adjacent ADP and is assumed to follow the established land use patterns. Significant portions of the ETJ are located north of Corpus Christi Bay and Nueces Bay There are no City owned services in these areas and development is not expected to be significant within the planning horizons of this Master Plan. Planning efforts have not been included for areas of the ETJ where costs to extend wastewater services are high and significant development is not expected to occur for an extended period. Projected Growth Rate Growth projections are developed and updated by the Metropolitan Planning Organization. Data from the MPO projections was initially used to calculate a predicted annual growth rate based on increase in households and the projected increase in employees from 2021 to 2031. Project growth rates were calculated using the following equation. i 02031 households/employeeslnumber of years Percent Annual Growth = J — 1 100 2021 households/emplyees As an example, in the Downtown ADP,the number of current households is 3,794. In 2031, it is projected that the number of households in this ADP may be 4,919.This is a difference of 1,124 and correlates to a 2.6 percent growth per year in households. A similar methodology was used for projected increases in employees. Projected annual growth based on households and employees are shown in Tables 1 and 2. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 11 PAPE'"'DAWSON CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Table 1. Projected Annual Growth by Households Projected Annual Growth by Households 2021 2031 Annual Growth ADP 2031 Less 2021 Households Households in households Bayside 31,508 32,478 970 0.3% Calallen 11310 2,201 891 5.3% CC Airport 1,582 2,228 646 3.5% Downtown 3,794 4,919 1,125 2.6% Flour Bluff 8,006 8,573 567 0.7% London 1,100 1,720 620 4.6% Northwest 12,152 15,194 3,042 2.3% Padre/Mustang Island 5,987 7,295 1,308 2.0% Southside 41,601 47,130 5,529 1.3% Westside 18,533 19,978 1,445 0.8% Total 125,573 141,716 16,143 1.2% Table 2. Projected Annual Growth by Employees Annual ADP 2021 2031 2031 Less 2021 Growth in Employees Employees Employees Bayside 25,887 26,342 455 0.2% Calallen 3,502 4,093 591 1.6% CC Airport 8,927 10,755 1,828 1.9% Downtown 17,328 17,450 122 0.1% Flour Bluff 11,725 12,077 352 0.3% London 423 732 309 5.6% Northwest 11,536 13,307 1,771 1.4% Padre/Mustang Island 2,666 3,431 765 2.6% Southside 26,898 30,226 3,328 1.2% Westside 31,253 33,767 2,514 0.8% Total 140,145 152,180 12,035 0.8% P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 12 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document According to the US Census Bureau, the City of Corpus Christi had an annual growth rate of 0.4 percent from 2010 to 2020. The data from the MPO projections shows a more robust growth rate is anticipated over the next ten-year period. City records of lots added in each ADP from January 1, 2020, to January 25, 2022, were then used to generate an annual growth rate for the last two years. The MPO baseline number for 2021 households was used in conjunction with the lots added data from the city using the same formula to generate an annual growth rate based on the lot added information.The growth rate from lots added is compared to the MPO Households growth rate in Table 3. Table 3. MPO Annual Growth Rate vs.Annual Growth Rate by Lot Additions MPOAnnual MPO Annual Average Annual Lot ADP Residential Units Annual Lot Addition Growth Rate Added Addition Growth Rate Bayside 97 0.3% 60 0.2% Calallen 80 5.3% 24 1.8% CC Airport 65 4.1% 0 0.0% Downtown 112 3.0% 5 0.5% Flour Bluff 57 0.7% 112 1.4% London 288 4.6% 225 4.5% Northwest 304 2.5% 71 0.6% Padre/Mustang Island 131 2.2% 36 0.6% Southside 553 1.3% 421 1.0% Westside 145 0.8% 70 0.4% Total 1,832 1.3% 1024 0.8% In addition, the City provided growth rate information from previous time periods for six of the ADPs, which was included in the overall evaluation of growth rates. Historic growth rate and the associated period are provided in Table 4. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 13 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Table 4. Historic Growth Rate by ADP ADP Time Period Growth Trend Bayside 2010-2021 0.15% Calallen No Data CC Airport No Data Downtown No Data Flour Bluff 2010-2019 0.67% London 2000-2018 7.2% Northwest No Data Padre/Mustang Island 2000-2019 2.48% Southside 2000-2018 2.04% Westside 2000-2019 0.36% This information was considered along with the other data discussed to develop a baseline and a reasonable prediction of projected growth. Growth trends were discussed with City Staff and the CIAC, who provided input from the builder, developer, engineering, business, and general citizen communities. Growth rates were adjusted based on the input from the CIC and based on the reviews and the discussions noted, a growth rate for each ADP was selected with the following rational: • Bayside is judged to have minimal growth and there is no current indication this growth rate may increase in the ten-year planning period.A growth rate of 0.2 percent is used. • Conditions and growth in Calallen are like those in the Northwest ADP and the same growth rate of 1.5 percent is used. • Based on discussions with the CIAC, residential development in the CC Airport ADP may not occur at an appreciable rate during the planning horizon of this Master Plan and no growth (0.0 percent) is used. • The Downtown rates have a broad range; however, there is an ongoing effort to encourage "redevelopment" in the downtown areas, necessitating consideration of a higher growth rate.A rate of 2.0 percent is used. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 14 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document • In the Flour Bluff area, the MPO and City growth rate are similar, but there is an increase in growth occurring recently based on the lot added information. This observation is consistent with recent development activity in the area. A rate of 1.0 percent is used for this area. • For the London area there is currently strong interest in development,the past observed growth rate as identified by the City is 7.2 percent.After discussions and review with the CIAC,an annual growth rate of 10.6 percent has been applied in this area. • The Northwest area has a significant range of the available data. An average growth rate between the MPO household data and the lot addition data of 1.5 percent is used. • In the Padre/Mustang Island ADP, the MPO growth rate and the City's growth trend are consistent.The growth rate in lot count may be minimal due to the type of growth (i.e., planned use developments). A growth rate of 2.4 percent is used. • The Southside area has experienced a higher rate identified by City data than either the MPO or the added lot count data. Interest in development in this area is strong and a conservative 2.0 percent growth rate has been selected. • The Westside lot count rate and growth trend identified by the City are consistent.A growth rate of 0.4 percent was selected for the Westside. The growth rates developed and considered and the selected growth rates for use as the basis of this Master Plan are shown in Table S. Table 5.Growth Rates Reviewed and Selected Annual Annual Annual Lot Historic Selected ADP Growth in Growth in Addition Growth Employees households Growth Rate Rate Growth Rate Bayside 0.2% 0.3% 0.2% 0.15% 0.2% Calallen 1.6% 5.3% 1.8% 1.5% CC Airport 1.9% 3.5% 0.0% 0.0% Downtown 0.1% 2.6% 0.5% 2.0% Flour Bluff 0.3% 0.7% 1.4% 0.67% 1.0% London 5.6% 4.6% 4.6% 7.2% 10.6% Northwest 1.4% 2.3% 0.6% 1.5% Padre/Mustang Island 2.6% 2.0% 0.6% 2.48% 2.4% P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 15 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Southside 1.2% 1.3% 1.0% 2.04% 2.0% Westside 0.8% 0.8% 0.4% 0.36% 0.4% Total 0.9% 1.3% 1.8% 1.5% For commercial development, the growth rates taken from the MPO data are used. Table 6 provides the 2021 and 2031 data for residential and commercial growth used for evaluating future wastewater demands and proposed Projects to meet current and future needs. Table 6. Projected 10-Year Commercial and Residental Growth by ADP 2021 2031 2021 2031 ADP Households Households Employees Employees Bayside 31,508 32,144 25,887 26,342 Calallen 13,310 1,520 3,502 4,093 CC Airport 1,585 1,582 8,927 10,755 Downtown 3,794 4,625 17,328 17,450 Flour Bluff 81006 8,844 11,725 12,077 London 1,100 3,000 423 732 Northwest 12,152 14,103 11;536 13;307 Padre/Mustang Island 5,987 7,589 2,666 3,431 Southside 41,601 50,711 26,898 30,226 Westside 18,533 19,288 31,253 33,767 Total 129,485 147,886 142,214 155,164 For the purposes of the Stormwater Master plan, understanding population growth is useful for prioritizing projects in currently undeveloped or partially developed areas. The population growth information is not, however, used directly to estimate increases in runoff. Land Use One primary factor for determining the current capacity and future demand of the stormwater system is to understand land use patterns within the watersheds. Unlike wastewater, water, and roadway master plans, stormwater planning is dependent upon density of impervious cover, and not only on population growth. For example, a % acre single family lot with 6,000 sq. ft. impervious cover has more hydrologic P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 16 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document impact than a % acre multi-story duplex lot with 5,000 sq. ft. Existing land use is used to understand existing stormwater system (pipes,culverts,and channels) conditions. Proposed 10-year land use is useful for understanding how to prioritize projects over the next 10 years. Ultimate land use conditions are used for sizing large stormwater infrastructure,so that the infrastructure built in the next ten years has capacity to be useful beyond the immediate planning cycle. For impervious cover calculations and associated hydrologic analyses, land uses were broken down into basic land use categories, and an assumed impervious cover percentage was assigned based on the 2016 National Land Cover Dataset(NLCD), as shown in the table below. Table 7. Land Use and Impervious Cover Percentages Land Use Percent Impervious Water Features 100% Transportation 90% Commercial 90% Industrial 72% High Density Residential 65% Mixed Use 40% Medium Density Residential 38% Low Density Residential 25% Dispersed Residential 10% Undeveloped (Open Space) 0% Existing Conditions Existing land use conditions were based on City zoning data, City subdivision plat information, and visual assessment of land use based on desktop review of aerial photography. Vacant parcels/properties were considered undeveloped for existing H&H calculations. See Exhibit S. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 17 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Proposed(10-Year)Conditions For stormwater master plan purposes, the 10-year proposed conditions land uses were determined by using existing conditions as a baseline and replacing undeveloped areas within the city with development types shown in the City's zoning information and the ADPs. See Exhibit 6. Ultimate Conditions For stormwater master plan purposes, ultimate land development assumptions were made to estimate potential runoff assuming full build-out of the watershed. Ultimate conditions land use is generally the same as proposed (10-year) conditions land use in the areas that are mostly developed. In less developed areas like the Oso Creek watershed,the areas currently undeveloped were assumed to have a mixed use and 40%impervious cover under ultimate conditions. See Exhibit 7. HYDROLOGY & HYDRAULICS ICM 1D/2D Area The software program Innovyze ICM was used to study much of the developed area of Corpus Christi.The ICM study area is generally bound on the north by I-37, on the west by Oso Creek, and on the east by Corpus Christi Bay.The southern end of the ICM area is generally the northwestern half of Flour Bluff. ICM 1D/2D modeling was utilized forthis area due to the presence of existing storm drain system components (pipes and culverts),the area being developed, and the need to analyze urban overland flooding. The ICM zones were loosely based on the 1D hydrology sub basins for the Oso Creek study within this master plan and are between 2,000 and 10,000 acres(3.1-15.6 sq. mi.) in size.The zones were combined and delineated such that each zone is self-contained or drains to a common outfall location like Oso Creek or Corpus Christi Bay. See Exhibit 8 for ICM Zones. Hydrology and Subcotchments Rainfall data for the entire study was based on NCAA Atlas 14 rainfall taken from a central point within the City of Corpus. The subcatchments for the ICM model were delineated per zone using local contours and pipe networks. The subcatchments vary in size from 10-150 acres. All 951 subcatchments utilize rational method based on the City of Corpus Christi (CoCC) 2009 Draft Drainage Criteria Manuel (DCM) P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 18 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document where time of concentration (TC)was assumed based on the minimum initial TC for commercial areas to be 15 minutes and single family residential as 30 minutes. Some TC values were also assumed based on land cover and size of watershed while respecting the accepted minimum values from the CoCC DCM. Composite C values for the rational method were determined based on the draft 2009 CoCC DCM values and applied to a composite database created by merging USGS soil data and revised land cover and comparing to current aerial imagery and existing land cover shapefiles. Subcatchment hydrology was applied to the pipe networks by assigning a subcatchment to flow to a specific manhole (node) within the given subcatchment. In some areas the assigned flow was placed at the most upstream node within a network, and some were applied intermittently along the network.This type of scenario varied and was dependent on the size of the given network within a zone. Wherever there is no subcatchment within a zone,the model uses 2D rain on mesh analysis. Additional Hydrologic Parameters Rainfall event generators were created within the model to simulate flow for the 2D mesh. These generators received parameters like wetness index, intensity pattern, antecedent depth, duration of storm, 24hr depth of design storm, timestep, and multiplying factor. For the entire modeling area, a wetness index of 2 was used to model average subcatchments. The intensity pattern for the entire modeling area was set to a Type III to represent storm systems from the Gulf of Mexico. The antecedent depth utilized the default setting to help the start the simulation to ensure that any initial loss volume is already filled. All the previously stated parameters within the rainfall generator were based on ICM modeling guidelines and applied to conditions of the existing stormwater system. A duration of 24 hours was assumed for the storm generator,with a timestep of 5 minutes and a multiplying factor of 1.The 24- hour depth of design storm was based on the previously stated NCAA Atlas 14 storm data. Pipes and Nodes The pipes and nodes (Manholes) were obtained from the City as individual shapefiles. The focus of the study was at a high, master planning level, and not at an inlet level. Therefore, the ICM modeling P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 19 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document accounted only for pipes 36" in diameter and larger. This allows for the analysis of only the main trunk lines of the pipe networks. Individual inlets were generally not analyzed. The raw pipe shapefiles contained around 38,000 individual pieces of pipes and were manually consolidated to be around 8,000 pipes.This means wherever pipes were the same size but were broken up between nodes were merged to make one continuous run. In some cases, shapefile data indicated pipes with negative slope. In those cases, pipes were altered so that they flowed in the correct direction via ICM tools, stabilizing the models. The nodes consisted of approximately 8,700 individual points and were consolidated using ArcGIS to around 5,200 to simplify the model, since individual inlets were not generally modeled. Some areas contained nodes with no data for invert elevations. These nodes received values based on interpolated elevations from surrounding inlets and nodes.The same applies forthe pipes that are connected to those nodes. There were also areas where pipes changed in size but had no intermediate node at the size change, so a node was added at that location using the interpolation method previously described. Manhole dimensions were all determined by ICM based on the node invert elevation and ground level. The flood type for the nodes was set to 2D with a 1D-21D linkage based on depth for added stability of computation within the model. The flood type set as 2D allows for the node to surcharge onto the 2D mesh creating a realistic interaction between the 1D pipes and 2D mesh. In other words,when a pipe has insufficient capacity,water is shown to surcharge out of the nodes (manholes),then spreading across the mesh (ground). The downstream ends of the pipe networks received nodes set to 'outfall 2D' so that they would interact with the 2D mesh. Connections points where pipe our culverts discharge onto the 2D mesh require 'connect 2D nodes'.Connect 2D nodes were added at upstream and downstream ends of culvert or bridge crossings. If the crossing data was not present or didn't seem valid, Eagleview Connect Explorer was used to estimate the size of the crossing.The crossing links(pipes)were set as conduit 2D to act as a connection between physical breaks in the channel where the crossing exists. One line was drawn for the crossing and barrels were added to the respective field if required. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 20 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document When adding the links and nodes to ICM, connectivity was checked using ICM connectivity tools to ensure all pipes in a network were properly connected.This also aided in seeing where there were breaks, if any in a network. 2D Zones Current available LiDAR was used from TNRIS to create a 2D mesh within each zone. To create the 2D ground surface, the ICM meshing is completed with triangles and based on the size of the zone, a maximum triangle area ranged from 2-3000 square feet with a minimum element area ranging from 100- 200 square feet. For the boundary points of the 2D zone, normal depth condition was used. Generally, Manning's roughness n-value for the 2D mesh was set to 0.045 for areas where the roughness zone layer was not present and developed, open space was assumed. Rainfall for the 2D mesh utilized the same NCAA Atlas 14 data from the applied hydrology within the subcatchments however rainfall was applied outside of the subcatchments to not double calculate runoff. The revised land use shapefile stated previously was converted to a roughness layer by applying n-values to a given land use type based on the Manning's N suggested value table for 2D taken from Harris County flood control district. This table was used since it is an established method for a coastal area like Corpus Christi. Mesh level zones were created in the 2D mesh using SQL queries to simulate the buildings being actual raised obstructions to more accurately model surface runoff. Boundary lines and levels for the 2D zones were only applied in areas where storm surge affected the model. For example, zones 2 and 10-15 received these boundaries.The boundaries were only used during the 100yr storm event to simulate the surge conditions. Run Manager The simulation time step required for 1D/2D is recommended to be less than 10 seconds based in Innovyze ICM guidance. For this analysis a time step of 1 second was used so the model had more stability for slow computations over flat ground. Another parameter to help modeling stability was to link the 1D and 2D P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 21 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document calculations at the minor timestep. Result timestep multiplier was set to 1 minute and the duration was set at 16 hours to end right after the peak of the storm. Existing Conditions Results Inundation limits were determined for the existing conditions 10% annual chance (10-year) storm event models.The 10-year delineations were truncated to see whether there are potential flood depths 12" or greater during the 10-year storm. Buildings that coincided with the 10-year, 12" depth delineation were tabulated, and areas of concentrated structures were identified as Potential Mitigation Areas (PMAs). PMAs were also based on common outfall locations within an ICM Zone. Proposed Conditions Results To relieve flooding in PMAs, an initial assumption was made to double pipe/drainage system capacity and widen channels throughout the study area. This served as a sensitivity analysis for determining whether adding system capacity would relieve flood risk. In some areas the doubled pipe capacity remained the basis for proposed conditions, however in most areas proposed pipe/drainage system sizes were refined to reduce risk efficiently.The goal is to determine the correct pipe size needed at a given location within a network. For channel modifications a side slope of used 3:1 was used with varying bottom widths to widen the channels and create consistent bottom slopes for improved channel efficiency. Equipment access was provided leaving 5-10 feet on either side of the channel and within channel easements/right- of-way. Downtown —XPSWMM 1D/2D Pape-Dawson obtained the City's 2019 existing conditions XPSWMM 1D/2D model that included the downtown stormwater pump stations.The existing conditions model included only portions of the storm drain system and did not include coverage of the entire downtown area. The existing conditions model was updated with Atlas 14 precipitation data and re-run. No PMAs were identified specifically due to updating precipitation data within the downtown XPSWMM model. However, Based on PMAs identified with the ICM analysis above, several proposed improvements were identified upstream of the downtown XPSWMM model area.The XPSWMM model was updated to mimic P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 22 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document the proposed ICM model and was run to confirm that the ICM based proposed improvements did not have an adverse impact downtown. Proposed stormwater master plan projects can be found in Exhibit 2. Oso Creek— 1D/2D Unsteady Model The Oso Creek watershed is mostly undeveloped, and consists of defined riverine channels,with shallow, flat overbank areas. Watersheds were delineated within the basin, then initial existing conditions hydrology calculations were performed. Flood Frequency Analysis (FFA) was performed based on the USGS gage data at Oso Creek and FM 763 to calibrate the hydrology based on measured flow depths. Existing hydrology was applied to the existing conditions 1D/2D unsteady model, then hydrologic parameters were adjusted for ultimate development conditions. Channel improvements were proposed and incorporated into the ultimate development model to determine future projects to include in the Stormwater Master Plan. Hydrologic Study—Level 1 The outer boundaries of the Oso Creek Basin have been delineated using 1M 2018 Texas Water Development Board (TWDB) LiDAR DEM in what PD is referring to as "Level 1" delineation. Level 1 delineation was used in the initial preliminary H&H models. The total area of this watershed was determined to be about 205 square miles.The Level 1 delineation can be seen on Exhibit 8. A stream gage(USGS 08211520) is located at the intersection of Oso Creek and FM 763.A flood frequency analysis (FFA) was performed for this gage with PeakFQ and was backchecked with HEC-SSP. The results of this analysis can be seen in Appendix A. The FFA flows were used as a calibration point to compare to flows calculated through the 1D HEC-HMS model created by PD. Using the Level 1 delineation boundary, the total area of the watershed flowing to the gage was determined to be 81.92 square miles. Hydrologic Study—Level 2 The Oso Creek basin was further delineated into 12 watersheds varying in size from 6.08 square miles to 29.44 square miles.These watersheds were delineated at various convergence points along Oso Creek in what PD is referring to as "Level 2" delineation. Level 2 watersheds were used as an intermediate step in P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 23 PAPE'"'DAWSON CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document the H&H analysis to study input parameters and to further compare flows to the results of the FFA. The USGS gage is located at the downstream end of Watershed 5. The Level 2 delineation can be seen on Exhibit 9. Using the Level 2 watersheds, PD created an HMS model using HMS Version 4.8. For this analysis, the Green and Ampt loss method and the Clark Unit Hydrograph transform method were used. Soil data was acquired from the Web Soil Survey and compiled to determine the Green and Ampt parameters for the Level 2 watersheds. Following guidance from the US Army HEC-HMS tutorials and guides, the soil data was associated with the needed Green and Ampt parameters. Following those guides, a 25% moisture content was used initially.The soil data and calculated parameters can be found in Appendix A with the soil map shown on Exhibit 3. Land cover values were also used from the 2016 National Land Cover Dataset (NLCD)to determine the percent impervious to use. Clark unit parameters, time of concentration (Tc) and storage coefficient (R), were then determined for the Level 2 watersheds.ArcMap(Version 10.8.1)and ArcHydro were used to determine these parameters with equations from the existing Corpus Christi Drainage Design Manual.This information is summarized in Appendix A. The HMS model was initially set up as an unrouted model up to the gage location to compare to the FFA flows. NCAA Atlas 14 rainfall data was used in the model with an analysis being run for the 10, 50, 100, and 500-year storm events.After comparing flows, a sensitivity analysis was run on the Clark parameters to determine the required adjustments to get HMS flows closer to FFA flows. It was determined that a 5% decrease to the storage coefficient would be required to bring HMS flows within the range of the FFA flows. At this point, flows are about 4%from the FFA analysis flows. Adjustments were also made to the time of concentration, but these adjustments did not result in enough of a change to bring HMS flows within range of the FFA flows. Results of the unrouted HMS model (both to the gage and at the Oso Creek outfall) can be seen below and in Appendix A. Flood Frequency Analysis is shown in Table 7. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 24 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Table 7. Flood Frequency Ana lysisFlood Frequency Ana lysis FM 763 at OFlows nrout(cfs) Creek HMS s(cfs)ed HMS Unrouted Flows(cfs) USGS 08211520 25%Moisture Content Annual Chance 25%Moisture Storm Probability of Content Peak FQ HEC-SSP 5%Decrease to Storage Event Exceedance Flow(cfs) Flow(cfs) Coefficient(R) 10-yr 10% 6342 6342 6306.2 6580.4 50-yr 2% 11320 11317 10674.6 11135.9 100-yr 1% 13810 13810 13055.3 13617.1 500-yr 0.20% 20490 20487 19483.7 20315.6 A routed HMS model was also created using the Muskingum routing method. The Muskingum K and X parameters were determined through an iterative process that also involved the use of the FlowMaster program.The routed model was run under similar meteorological conditions as the unrouted model.The routed model was created and run as an additional source of comparison against the unrouted model. Previously obtained HMS models from the City of Corpus Christi were reviewed against the PD created HMS model to ensure that correct methodology and set-up was being followed. Hydrologic Study—Level 3 Following an internal review, the overall boundary of the Oso Creek watershed was extended to include an additional 12 sq. mi. near the opening of Oso Creek into Oso Bay. This area was designated as a new Level 2 watershed, which brings the total number of Level 2 watersheds to thirteen. Level 1 and Level 2 results were updated to include this additional area. From the Level 2 watersheds, PD delineated Level 3 watersheds. Level 3 watersheds were used to develop input hydrographs for the unsteady 1D/21D HEC-RAS model. A naming convention was adopted for each watershed. The names consist of three parts: a 6-character maximum string designating the stream/waterway that the area is contributing flow into, a two-digit code designating the Level 2 P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 25 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document watershed number, and then a two-digit code designating the Level 3 watershed number. Reference Exhibit 10 for Level 3 watersheds.The delineation process resulted in 166 watersheds ranging in size from about 0.18 sq. mi. to 3.46 sq. mi. Following the same process used for Level 2 analysis, Clark unit parameters were determined for all Level 3 watersheds.A Level 3 unrouted HMS model was then created using HMS Version 4.8 to determine preliminary flows. A comparison between the previously calculated USGS flows and the 100-year calculated flow from the Level 3 HMS model showed a difference of about 20,000 cfs in the model. As routing was not used in the model,these higher flows were expected. Results from the Level 3 analysis can be found in Appendix A. Applying Existing Hydrology to 1D/2D Unsteady Model A 1D/2D unsteady HEC-RAS model was developed based on the countywide Base Level Engineering (BLE) model received from AECOM, and cross-sections were verified with current LiDAR. Bridges, bridge-class culverts, and culverts were added to the models based on Eagleview Connect Explorer desktop reviews and survey information from the Tri-County Drainage Master Plan study where available. Level 3 existing conditions hydrology was applied as input hydrographs at the appropriate ditch,tributary, or creek within the Oso Creek Watershed. Oso Creek is generally at capacity under a 10-year existing conditions event, but some of its tributaries are out of their banks. The creek and its tributaries are generally overcapacity under existing conditions. Reference Exhibit 11 for existing 10-and 100-year results. Ultimate Conditions Hydrology For ultimate conditions calculations within the Oso Creek basin, it was assumed that the entire watershed was developed as shown in the previous land use exhibits. Peak flows were adjusted based on the assumption that all future development within the watershed would include onsite stormwater detention.The T, C,& R coefficient values were adjusted to lower the peak flows near existing conditions. It is estimated that about 0.5 ac-ft of detention storage will be required per acre of development. See Appendix A for ultimate conditions Clark Hydrograph parameters. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 26 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Proposed/Ultimate Conditions 1D/2D Hydraulics Improvements to Oso Creek and its tributaries were assumed for proposed/ultimate hydraulic conditions. Proposed conditions generally include widening and deepening of tributaries, creeks, and channels throughout the basin with the intent of conveying the 100-year storm assuming ultimate development with onsite detention. The unsteady 1D/2D model was run for 10- and 100-year storm events. Although the hydraulic model includes channel improvements throughout the watershed, only five (5) projects were selected for the purposes of the Stormwater Master Plan. The five (5) projects selected best serve upcoming development within the next ten years and should relieve immediate capacity needs. The projects were also coordinated with the Tri-County Master Drainage Plan and provide increase capacity downstream of potential Nueces County projects. See Exhibit 12 for proposed/ultimate conditions 10-and 100-year results. Flour Bluff— RAS 2D Rain-on-Grid RAS 2D Study Area A 2D HEC-RAS Rain-On-Grid (ROG) model was used for the eastern half of Flour Bluff, for the area that drains to the Laguna Madre. The ROG method was used because infrastructure is limited in that part of Flour Bluff. Collecting Data Rainfall for the entire study was based on NOAA Atlas-14 rainfall taken from a central point within the City. Existing and ultimate development (UD) land use data was obtained from the land use assumptions stated previously. Building footprint data was also gathered to compare to flood delineations for determining PMAs. Other data was collected to support hydraulic calculations, including storm surge elevations from Laguna Madre; street and channel center lines; Manning's n-values for ROG models; and Green and Ampt loss values. The Laguna Madre storm surge elevation was based on FEMA FIRM panels collected from the FEMA flood map service website. A storm surge elevation of 11-ft was determined and was applied as a boundary condition. Street and channel centerlines were obtained directly from the City, and the P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 27 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document centerlines were used as breaklines in the ROG model, to depict peaks and lows more accurately in the terrain for roads and channels. Extra breaklines were manually added to better depict roads and channels where there were missing centerlines. In the ROG model, the land use that was collected was converted to land cover in the model and depending on the land use type a specific Manning's n-value was applied. The Manning's n-values chosen for the land use were based on the values suggested by Harris County Flood Control District Hydrology and Hydraulic Guidance Manual. This manual was chosen because it is the closest major municipality with an established manual for ROG models. Green and Ampt loss values was taken from the U.S. Army Corp of Engineers (USACE) data for Green and Ampt loss methodology, where each type of soil has a value applied to it for the suction head, porosity, and hydraulic conductivity. This loss method was chosen as it has been the preferred method for hydraulic studies in coastal areas. CoCC 2D ROG RAS Modeling ROG is different from the common RAS 2D modeling of applying a hydrograph at a specific location. ROG applies a depth of rainfall directly to the mesh, and the precipitation runs across the model depending on changes in elevation and roughness. Boundary conditions were created to establish the out perimeter of the limits of study. Boundary conditions were created for surge and non-surge conditions. For surge conditions,the sides of Flour Bluff that did not border Laguna Madre, which are Oso Bay, Corpus Christi Bay, and Barney M. Davis Reservoir were all set to normal depth, which is a general calculated slope for each boundary. Under surge conditions, Laguna Madre was set to 11-ft storm surge that was determined by the FEMA FIRM panels by setting a boundary stage hydrograph at a constant elevation of 11-ft. For non-surge conditions, the boundary that borders Laguna Madre was set to normal depth like the other boundary conditions. Since this is a coastal area the grid size was set 100' x 100'. The breaklines were then applied to depict the changes of elevations more accurately with road and channel centerlines, which was applied to the created grid. The initial results were existing and ultimate 100-year storm events with surge and no surge. From this the exact divide between the ICM and ROG halves was determined. Also, based on the existing conditions P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 28 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document non-surge results, a count of properties potentially affected by flooding was done to determine possible PMA's identify potential proposed conditions. Reference Exhibit 13 for ROG results. PMA Identification Initially, a total of 26 PMA's was determined for all of Flour Bluff based on 100-year flood inundation (including any depth of flooding). Based on discussions with the city, PMA's were reassessed based on the 10-year, 12"depth inundation discussed previously. Out of the 26 PMA's,three(3)were further analyzed, and ultimately one(1) PMA was selected for a proposed master plan project. Proposed Conditions Proposed storm drain improvements were simulated by "cutting in" representative trenches along the proposed storm drain alignments. Channel improvements downstream of the pipe improvements involved widening and deepening the channels. Proposed master plan projects are included in Appendix C. North Beach & The Island Certain areas of Corpus Christi have stormwater management issues that are primarily based on storm surge and the impacts of FEMA velocity(VE) zones.These areas include North Beach and Mustang/North Padre Islands (The Island).As shown in the figures below,the FEMA floodplain encompasses nearly all of North Beach and The Island. Due to this constraint, the master plan does not include any stormwater projects for these areas. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 29 PAPE'"'DAWSON CITY OF CORPUS CHRISTI $ormwater Master Plan Supporting Document Figure£ North Beach Floodplain /-- � { z - / » jiq - / \� . . . ., .m i i.j.I I I I qjrjj I I 11 Fjrq 111 Frmy� 7y 14P,: egA,A�_+amater+,o ment�zsal »v_zdocz 30 PAPE-DA WSON MENGINEERS CITY OF CORPUS CHRISTI $ormwater Master Plan Supporting Document Figure z North Padre island Floodplain � � \ %t I © � _ . . . egA,A�_+amater+,o ment�zsal »v_zdocz 31 PAPE-DA WSON MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Figure 3. Mustand Island Floodplain a f e 1 w w .. elf rr P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 32 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI $ormwater Master Plan Supporting Document Figure 4. MusandIsland Fbodpl m <'^ 2 y © , \ � d / 4",, egA,A�_+amater+,o ment�zsal »v_zdocz 33 PAPE-DA WSON MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document POTENTIAL MITIGATION AREA (PMA) DETERMINATION Potential Mitigation Area (PMA) Determination Pape-Dawson worked with city staff to determine the appropriate identifiers for areas of risk,or"Potential Mitigation Areas" in the developed areas. Several options for identifying PMAs were explored including flood risk for 100-year events assuming >6" or>12" flooding depths and 10-year events assuming >6" or 12"flooding depths. Initial discussions also included potentially evaluating lengths of roadways that were shown to be flooded by a certain depth during a certain storm. Ultimately, it was decided that the deciding indicator for PMAs would be the 10-year storm event,which 12" or more depth of flooding. In other words, if a building was shown to have 12" or more flood depths adjacent to the structure during a 10-year storm, it was counted as a Potentially Inundated Structure(PIS). If a building was shown to have less than 12" of flood depths adjacent to the structure during a 10-year storm, it was not counted.The 10-year, 12" metric is intended to be a relative measurement of risk. The assessment is not intended to claim that structures outside of this delineation are not at risk, nor that all structures in the delineation are certainly at risk. A summary of PMAs, structure counts, and proposed projects are included in Tables 8,9, and 10. Proposed Projects Proposed projects were created for PMAs, and iterations of project limits and scope were conducted until a list of proposed master plan projects were finalized.The proposed projects were included because they showed net positive benefit from the proposed improvements. Some projects are shown as one (1) project, but in practice may be broken up into multiple, smaller phased projects.Some projects could also be combined. In the undeveloped areas of the Oso Creek basin, projects were determined based on long-term benefit for adding capacity to the watershed, and not just mitigating immediate issues. Therefore, the PMA process for the ICM areas was not followed for the Oso Creek areas. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 34 PAPE-DA W ON MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document A list of proposed projects with descriptions is included in Table 8. Proposed projects are illustrated citywide in Appendix B. Individual project sheets with inundation limits are shown in Appendices C and D. Table 8. Project Descriptions Project Drainage Service Project Description Name Area Channel improvements between Glen Oak and Waldron Road, and 01-B G proposed storm drain system improvements upstream of Glen Oak to relieve neighborhood flooding. Storm drain/culvert improvements along Edgebrook Dr,Wake Forest 03-A A Dr, Pepper Mill Dr,Woodgate Dr, Heavens Gate Dr,Timbergate Dr, and Hunt Dr;and channel improvements along Lipes Blvd and across Yorktown Blvd to relieve neighborhood flooding. Channel improvements along Flynn Parkway;storm drain 04-A A improvements along Cobblestone Ln, Oxford Dr, and Philippine Dr; and culvert improvements at Holly Rd to reduce neighborhood flooding. Drains to project 4-B. Channel improvements along Shea Parkway and Flynn Parkway to 04-B A Saratoga Blvd;and storm drain improvements along Killarmet Dr to reduce neighborhood flooding.Accepts runoff from project 4-A. Channel improvements from Saratoga through Acushnet Park and 04-D A along Grand Junction Dr to Oso Creek; and storm drain improvements along Middlecoff Rd and nearby streets to reduce neighborhood flooding.Accepts runoff from projects 4-A, and 4-B. Storm drain system improvements along Carroll Ln and Waterloo Dr 05-A A systems;channel and storm drain improvements along Carroll Ln to Saratoga Blvd;and culvert improvements at Holly Rd and Kostoryz Rd to reduce neighborhood flooding. Accepts runoff from project 5-B. Channel and storm drain improvements along Civitan Dr and Richter 05-B A St;culvert improvements at Holly Rd;and channel and storm drain system improvements from Holly Rd to Kostoryz Rd to reduce neighborhood flooding. Drains to project 5-A. Storm drain system improvements along Old Brownsville Rd, Lawton 06-A A St,Washington St,and Post Ave;and channel improvements along Airport Rd and Post Rd to reduce flooding to neighborhoods and businesses. Storm drain system improvements along Lipes Blvd, and Boardwalk 10-132 F Ave; storm drain and culvert improvements along Cimarron Blvd; and channel improvements from Boardwalk Ave to downstream of Cimarron Blvd to reduce neighborhood flooding. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 35 PAPE-DA W ON MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Project Drainage Service Project Description Name Area 10-C F Channel improvements from Vaughan Dr to N Oso Parkway and nearby storm drain improvements to reduce neighborhood flooding. Storm drain improvements along Brooke Rd and Airline Rd; channel 10-D F improvements along Brooke Rd; and channel and improvements from near Cimarron Blvd to Oso Bay including culvert improvements at Rodd Field Rd to reduce neighborhood flooding. Channel and storm drain system improvements along Williams Dr 11-A F from current Williams Ditch project upstream to Staples St to reduce flooding for neighborhoods and businesses. Storm drain improvements along Gollihar Rd and S.Staples St; and 12-A E channel improvements from Airline Rd to Oso Municipal Golf Course to relieve flooding for neighborhoods and businesses. 12-B E Storm drain system improvements along Shephard Dr and across Whitaker Dr and Cleopatra Dr to reduce neighborhood flooding. 12-C E Storm drain system improvements along Alameda from Ronson Dr to Glenmore Street to reduce neighborhood and street flooding. Storm drain system improvements along S. Port Ave,across 13-A E Crosstown Expressway, and along Shely St;and culvert and storm drain improvements along Logan and Louisiana to reduce flooding west of Crosstown and near Staples and Brownlee. Culvert and channel improvements along Brawner Pkwy from 13-C E Ramsey St to Corpus Christi Bay;and storm drain system improvements along S Staples St from Buccaneer Dr to Brawner to relieve neighborhood flooding. Storm drain system improvements along Gollihar Rd,Weber Rd, 13-D E McArdle Rd, and Carmel Pkwy; and culvert improvements along Carmel Pkwy to relive neighborhood flooding. Channel improvements along Carmel Pkwy from S.Staples St to 13-E E Corpus Christi Bay;and storm drain improvements along Santa Fe St to reduce neighborhood flooding. Accepts runoff from project 13-D. 13-F E Storm drain improvements along Ashland Dr and Airline Rd from S Alameda St to Corpus Christi Bay to relieve neighborhood flooding. Storm drain system improvements along S. 19th St from Hospital St 14-A2 D to Comanche St to relieve neighborhood flooding. Drains toward downtown system with storm water pump station. Storm drain system improvements along Old Robstown Rd and 14-B D Nueces Bay Blvd from Liberty Dr to 1-37 to relieve flooding for neighborhoods and businesses. 14-C D Storm drain system improvements along S. Brownlee Blvd and Marguerite St from 16th St to King St to relieve neighborhood P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 36 PAPE-DA W ON MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Project Drainage Service Project Description Name Area flooding. Drains toward downtown system with storm water pump station. Storm drain improvements along McKinzie, Mayfield Dr and Starlite 15-D1 C Ln, and Tumbleweed Dr and Rockwood St; and channel improvements from Rockwood St to Leopard to reduce flooding for neighborhoods and businesses. Channel improvements to widen and deepen main channel along Oso 1 A centerline of Oso Creek from La Voila Creek confluence to Oso Bay to improve conveyance and provide additional capacity within the high banks of Oso Creek. Channel improvements along London Ditch from Crosstown Expwy Oso 2 A to Oso Creek; and channel improvements along ditches/tributaries in London Area to provide conveyance through London area including potential Nueces County and TxDOT improvements. Channel improvements to widen and deepen main channel along Oso 3 A centerline of Oso Creek from Hwy 44 downstream to La Voila Creek confluence to improve conveyance and provide additional capacity within the high banks of Oso Creek. Improvements to Clarkwood Ditch/Oso Trib 14 from Hwy 44 to Oso Oso 4 A Creek;and potential detention pond north of Hwy 44 to reduce flooding along Clarkwood Rd, near Hwy 44, and in nearby properties. Oso 5 A Channel improvements along the centerline of West Oso Creek to improve conveyance to Oso Creek. nFT & BFrYCCIT c^�'TOF Proposed projects have been developed to address the identified capacity constraints that currently exist and that are anticipated based on potential development. To provide a reasonable estimate of cost for the proposed projects cost factors have been developed that can be applied proposed work to develop a budgetary level estimate of project costs. Estimates of cost are high level and are based on generally accepted construction practices, overall capacity needs, materials, sizes, and depth of various system components and are not based on a specific design. Unless otherwise noted, costs were developed based on an estimate of the direct construction costs. Program costs were then added as a percentage of the construction cost as noted in Table 9. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 37 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Table 9. Project CostsProject Costs Expenditure Cost (As a Percent of Direct Cost) Direct Construction Cost 0(base cost) Mobilization 10% Bonds and Insurance 5% Overhead and Profit 10% Design and Inspection 15% Contingency 30% Implementation schedules for individual projects will be a function of funding availability, growth, and other factors that are not predictable. Costs are provided in 2023 dollar values and an appropriate time based escalation factor should be included depending on the actual implementation schedule determined by the City. Benefits Benefits were calculated for the projects in the developed areas, based simply on the reduction of Potentially Inundated Structures for the proposed 10-year, 12"delineation when compared to the existing 10-year 12" delineation. Cost-benefit ratios were calculated by dividing the reduction in Potentially Inundated Structures into the project cost. The associated ratio has units of $/structure. Projects were ranked for overall benefit, overall cost, and overall cost-benefit ratio. Capital Improvements The proposed Stormwater Master Plan capital improvement projects and their benefits and costs are summarized in Tables 10, 11, and 12 below. A list of proposed projects with descriptions is included in Table Band are illustrated citywide in Appendix B. Individual project sheets are shown in Appendices C and D. P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 38 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Table 10. Project Benefits-Risk Reduction(Excluding Oso Creek) Potentially Inundated Structures(10-year storm, Project Drainage Service 12" depth) Name Area Existing Proposed Reduced Risk(Ex Conditions Conditions -Prop) 01-B G 52 20 32 03-A A 102 56 46 04-A A 124 43 81 04-B A 127 44 83 04-D A 115 109 6 05-A A 143 69 74 05-B A 157 70 87 06-A A 164 125 39 10-132 F 150 123 27 10-C F 101 51 50 10-D F 51 39 12 11-A F 542 512 30 12-A E 98 62 36 12-B E 48 39 9 12-C E 30 14 16 13-A E 77 67 10 13-C E 192 132 60 13-D E 354 279 75 13-E E 42 32 10 13-F E 60 22 38 14-A2 D 25 4 21 14-B D 195 148 47 14-C D 17 8 9 15-D 1 C 99 76 23 Totals: N/A 3747 2852 895 P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 39 PAPE-DA W ON MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Table 11. Project Benefits and Cost(Excluding Oso Creek) Project Drainage Service Reduced Risk Cost(2023$) Name Area (Ex-Prop) 01-B G 32 $ 10,343,481 03-A A 46 $ 29,999,937 04-A A 81 $ 13,349,233 04-B A 83 $ 8,008,974 04-D A 6 $ 17,442,995 05-A A 74 $ 37,708,444 05-B A 87 $ 25,402,283 06-A A 39 $ 39,305,365 10-B2 F 27 $ 27,708,972 10-C F 50 $ 9,868,445 10-D F 12 $ 22,232,222 11-A F 30 $ 30,202,930 12-A E 36 $ 17,046,401 12-B E 9 $ 4,808,524 12-C E 16 $ 12,224,624 13-A E 10 $ 33,233,238 13-C E 60 $ 41,046,472 13-D E 75 $ 68,317,260 13-E E 10 $ 6,090,820 13-F E 38 $ 20,702,150 14-A2 D 21 $ 17,721,936 14-B D 47 $ 27,357,346 14-C D 9 $ 12,181,198 15-D1 C 23 $ 21,703,877 Totals: N/A 895 $ 554,007,127 P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 40 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Table 12. Project Cost Benefit Ratio(Excluding Oso Creek) Project Drainage Cost-Benefit Ratio Name Service Area Cost(2023$) Cost Rank ($/structure) CBR Rank 01-B G $ 10,343,481 5 $ 323,234 5 03-A A $ 29,999,937 18 $ 652,173 12 04-A A $ 13,349,233 8 $ 164,805 2 04-B A $ 8,008,974 3 $ 96,494 1 04-D A $ 17,442,995 10 $ 2,907,166 23 05-A A $ 37,708,444 21 $ 509,574 7 05-B A $ 25,402,283 15 $ 291,980 4 06-A A $ 39,305,365 22 $ 1,007,830 19 10-132 F $ 27,708,972 17 $ 1,026,258 20 10-C F $ 9,868,445 4 $ 197,369 3 10-D F $ 22,232,222 14 $ 1,852,685 22 11-A F $ 30,202,930 19 $ 1,006,764 18 12-A E $ 17,046,401 9 $ 473,511 6 12-B E $ 4,808,524 1 $ 534,280 8 12-C E $ 12,224,624 7 $ 764,039 14 13-A E $ 33,233,238 20 $ 3,323,324 24 13-C E $ 41,046,472 23 $ 684,108 13 13-D E $ 68,317,260 24 $ 910,897 16 13-E E $ 6,090,820 2 $ 609,082 11 13-F E $ 20,702,150 12 $ 544,793 9 14-A2 D $ 17,721,936 11 $ 843,902 15 14-B D $ 27,357,346 16 $ 582,071 10 14-C D $ 12,181,198 6 $ 1,353,466 21 15-D1 C $ 21,703,877 13 $ 943,647 17 Totals: N/A $ 554,007,127 P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 41 PArE'"DAWSO�7 MENGINEERS CITY OF CORPUS CHRISTI Stormwater Master Plan Supporting Document Table 13. Oso Creek Basin Project Costs Project Drainage Cost(2023$) Name Service Area Oso 1 A $ 52,962,272 Oso 2 A $ 10,981,578 Oso 3 A $ 32,582,173 Oso 4 A $ 39,937,821 Oso 5 A $ 11,909,572 Totals A $ 148,373,415 P:�123�83�00�Drainage�Master Plan Document�230823a1_REV230907.docx 42 PArE'"DAWSO�7 MENGINEERS EXHIBITS EXHIBIT 1 Overall H & H Method . } OW WujZ aZ a 0 �T N z 0 LU CL So M LUJ Voom LL EX I �m EXHIBIT 2 Overall Master Plan d e— •• a F m - J t yLUy - .n - lj �d s f r f` I S d f.... --.-- - a w } � m E U o ............r 3 ® a N r�- aaAL ez 2 EXHIBIT 3 Drainage Service Areas •. 111 r r by rt{ . 1 ^ DSA A - 9AC 138 321 0 8.572 m ' f O LU i i .L .......-.. _ ...- _aaLu uj -. •,'� ♦♦♦♦ DSA E 16755 y _ n ,. F t .;f DSAFr ,� OBAH 1 45.S47 m. U W ot V•Z — iFvgk.,, - IW7, YYn.E" o' Y y-Y �y 1 ♦ •.. x Y DSA G y- W LU d , t 1308] r *t..l E' �/ V N curl or uEwco r LLz U's : —Q rS z '• VY, t n •1.. • T . ., ..,:-. art\.v .� , V N Legend ♦ ♦,t _ nt�n O ogre"e�.se� - rrn .:. ' ♦ I .ami a i EX 3 EXHIBIT 4 FEMA Floodplains s - t _ y e - a QW _ OW uiZ of F/ ! �W Z a F U) co r, ` b, a � G Legend - � �/ N O LL ' O W s N EXHIBIT 5 Existing Conditions Land Use u I�IP maoa p m x y W — W2 i _ +� 116Z W - sas.M� H w Z ,p z Legend f!) N N 157 v z O - X00 � o O � 0 U � cOi E., Oo c� X90. �m w x — w •. U s _Madam rEE, EX 5 EXHIBIT 6 Proposed Conditions ( 10-Year) Land Use t a Ii J' I � a 1 � a F ° y � z 1 , s �C9 Lu w 1 w _ � �✓ ,� r� �: /- a ✓�+> p Legend �d,mro a o N � o0 UDLsnduse — { aez 1 w 1 'IF o yl U a ' � o M, EX 6 EXHIBIT 7 Ultimate Conditions Land Use a y LL ( / 0 LuW 6 n Lu Z z Legend U m Z D UO „.. a o F r� UD Land— Fnry�y p a „ EX 7 ads eer EXHIBIT 8 ICM Zones /,. � '✓� / / fir/ yy a '7' oaP�= t - �" Y LU CL ra Lu 77 0 LU Oz O i U LL XI f , Legend L 4 ,EMu u a EX 8 EXHIBIT 9 Level 1 and 2 Watersheds (Oso Creek) x; _ _ r ------------- , / = yy w uui uj 116. a • � n �II W 1111 e r LU CL �O 2 ��$ a O r i a= ,o C a ! L) a .r Legend = 3 9 LL Le o a O LU w , J _a n .• m.� F�•. EX 9 EXHIBIT 10 Level 3 Watersheds (Oso Creek) �T i i i 1 _ r C z m, INLU Q ra Luz H _ .a W o _ ,. LU z w U � r Legend lL o ¢ ,,o s e J EXHIBIT 11 Existing Conditions Results (Oso Creek) Q 12.092 .i" moi m'� d DS 9]6]mi. �j�jpy8�`e-- '•S= J . �� s a, 8.572... wu a , LU ti W CL ra D—. W t, A Lu it p O U J O a 9 . N 00, r ,. .. is ....... O e L(�.�_, - <� �� _ DSA r ,:-`— �.p �� p W O a. 0 �17.743 Lo N❑ . 1 LL i- W 1 .; i ter' ❑ Z a m : Lu uj ;'..:•.. Dsn r Pe-.t°All. EXHIBIT 12 Proposed/Ultimate Conditions Results (Oso Creek) a� 's,� b rel•ra ��o ��'„ "` ��"' r4 �.b,. �.. _�..-.., n..-� 6� �� s ` .'t �F L4 CL ra W 16 755 i t3 3,ALu m' ��, t- y •.^'ssel — `tea W e U opo a. O O .f o J �, r �I, o Flo ,aim y ❑ N °a. oma o N „) � ❑ o❑ z r ❑N O o ZF ❑ O a W Lu m F ❑ ... O o , a� o a N r- a , a,00 ssoo EXHIBIT 13 Flour Bluff ROG Results yi3D5A D A 185]3 e 5 ,l ti q5,e OZ ra u,,. W \ �� osa.F 1].)43 a C U y z U DSA m n allo 0 l� m DSA.A - f O W t 4 m � J 136 321�i LL 0 V APPENDICES APPENDIX A Oso Creek Hydrology Calculations Soil Parameters Effective Porosity(Saturated Content) Sand Sandy Loam Loam Sandy Clay Loam Clay Total Total Average* Initial Content(25% Area Area Saturation) Effective Porosity 0.42 0.41 0.43 0.33 0.39 acres miles Area 1 1421 109 16180 17,710 27.672 0.39 0.098 Area 2 2277 4866 7,143 11.161 0.40 0.099 Area 3 1151 61 237 8346 9,795 15.305 0.39 0.098 Area 4 122 5296 5,419 8.467 0.39 0.098 Area 5 1106 15 11229 12,350 19.297 0.39 0.098 Area 6 219 10601 10,820 16.906 0.39 0.098 Area 7 1602 55 17180 18,837 29.433 0.39 0.098 Area 8 9 5900 5,909 9.233 0.39 0.098 Area 9 1114 2778 3,891 6.080 0.40 0.099 Area 10 26 7236 7,262 11.347 0.39 0.098 Area 11 1099 8740 9,839 15.374 0.39 0.098 Area 12 425 1319 121 12644 14,508 22.669 0.39 0.098 *Note:Values will be assumed as consistent for Level 3 calculations within each area Wetting Front Suction Head Sand Sandy Loam Loam Sandy Clay Loam Clay Total Total Average* Area Area Wetting Front Suction Head 1.90 4.30 3.50 8.60 12.50 acres miles Area 1 1421 109 16180 17,710 27.672 11.79 Area 2 2277 4866 7,143 11.161 9.89 Area 3 1151 61 237 8346 9,795 15.305 11.39 Area 4 122 1 5296 5,419 8.467 12.31 Area 5 1106 15 11229 12,350 19.297 11.75 Area 6 219 10601 10,820 16.906 12.33 Area 7 1602 55 17180 18,837 29.433 11.78 Area 8 9 5900 5,909 9.233 12.49 Area 9 1114 2778 3,891 6.080 10.15 Area 10 26 7236 7,262 11.347 1 12.47 Area 11 1099 8740 9,839 15.374 11.58 Area 12 425 1319 121 12644 14 508 22.669 11.37 *Note:Values will be further calculated for each Level 3 Sub-Basin P:\123\83\00\Drainage\Hydrology\CoCC FloodStudy Soils and Land Use Tables.xls Soil Parameters Saturated Hydraluic Conductivity Sand Sandy Loam Loam Sandy Clay Loam Clay Total Total Average* Area Area Saturated H draluic Conductivity 4.60 0.40 0.10 0.06 0.01 acres miles Area 1 1421 109 16180 17,710 27.672 0.04 Area 2 2277 4866 7,143 11.161 0.13 Area 3 1151 61 237 8346 9,795 15.305 0.06 Area 4 122 1 5296 5,419 8.467 0.02 Area 5 1106 15 11229 12,350 19.297 0.05 Area 6 219 10601 10,820 16.906 0.02 Area 7 1602 55 17180 18,837 29.433 0.04 Area 8 9 5900 5,909 9.233 0.01 Area 9 1114 2778 3,891 6.080 0.12 Area 10 26 7236 7,262 11.347 1 0.01 Area 11 1099 1 8740 1 9,839 1 15.374 0.05 Area 12 425 1319 121 12644 1 14,508 1 22.669 0.18 *Nate:Values will be further calculated for each Level 3 Sub-Basin P:\123\83\00\Drainage\Hydrology\CoCC FloodStudy Soils and Land Use Tables.xls Impervious Cover Calculations Existing Conditions Impervious Cover Dispersed Low Density Medium Density High Density Undeveloped/ Water Open Space Residential Residential Residential Mixed use Residential Industrial Commercial Transportation Features Total Total Composite (1 ac Lots) (1/2 ac Lots) (1/4 acre Lots) (1/8 acre Lots) Area Area Impervious DFIRM Grid Code AG,CP,DC,PAR ER LDR MDR HDR,MH HILI COMPO ROWRR WATER (ac) (mi) Cover K,VAC Percent Impervious 0% 20% 25% 38% 40% 65% 72% 90% 98% 100% Area 1 14,883 684 140 132 37 526 676 70 565 5 17,715 27.680 9.5% Areal 5,091 68 83 1 2 860 868 16 154 1 7,145 11.163 19.4% Area 9,124 69 19 96 54 5 399 29 9,795 15.305 5.3% Area 4,510 25 220 1 60 27 220 27 331 5,421 8.470 11.2% Area 5 11,619 124 91 1 9 15 57 10 396 31 12,354 19.303 4.3% Area 6 9,778 401 18 99 65 43 400 18 10,823 16.910 5.7% Area 7 11,378 54 990 91 2,702 76 1,505 427 1,619 18,842 29.440 23.8% Area 8 2,012 17 639 131 1,815 43 187 294 727 43 5,910 9.234 35.9% Area 9 800 12 1,431 302 191 44 410 689 13 3,892 6.081 42.1% Area 10 4,518 556 1,119 64 102 0 83 628 193 7,263 11.348 18.4% Area 11 9,246 276 7 12 22 3 260 13 9,841 15.376 3.5% Area 12 14,245 23 13 4 12 217 14,513 22.677 1.6% Note:Impervious cover areas were derived from the Corpus Christi Land Use database published in 2021. Existing Impervious Cover Parameters Total Impervious TotalAvg%Impervious Impervious Impervious of Impervious Area Cover Ratio (ac) Area Cover „D„- mi "C,. 2,832 4.425 59.5% 0.16 2,053 3.208 67.5% 0.29 671 1.049 77.5% 0.07 911 1.424 66.9% 0.17 734 1.148 72.2% 0.06 1,044 A4.28948.8% .4% 0.10 7,463 .0% 0.40 3,898 .5% 0.66 3,092 .0% 0.79 2,745 0.38 595 .7% 0.06 268 .8% 0.02 *Note:Values will be further calculated for each Level 3 Sub-Basin P:\123\83\00\Drainage\Hydrology\LOLL FloodStudy Soils and Land Use Tablesxls Clark Hydrograph Parameters Average Impervious Drainage Watercourse Channel Watershed Mannings Developed Effective Time of Storage 10% Cover(C)for Sub-Area(D) Impervious Tc R Concentration Coefficient Decrease Area ID Area(A) Length(L) Slope(S) Slope(SO) Roughness Developed Area Coefficient(n) Ratio(1) (Tc) (R) R sq mi mi ft/mi ft/mi Area 1 27.68 10.86 3.87 1.87 0.13 59.51 15.99 0.10 49.69 5.13 44.56 40.10 Area 2 11.16 6.53 4.73 2.37 0.13 67.50 28.74 0.19 27.25 3.88 23.37 21.03 Area 3 15.31 8.07 5.66 1.87 0.13 77.52 6.85 0.05 41.47 4.28 37.18 33.46 Area 4 8.47 7.38 6.04 2.21 0.13 66.86 16.81 0.11 33.14 4.34 28.80 25.92 Area 5 19.3 11.94 4.71 1.72 0.13 72.23 5.95 0.04 56.44 5.05 51.39 46.25 Area 6 16.91 7.69 7.19 1.77 0.13 59.36 9.65 0.06 37.55 3.54 34.01 30.61 Area 7 29.44 11.59 4.34 2.75 0.13 59.99 39.61 0.24 34.46 5.75 28.70 25.83 Area 8 9.23 3.99 8.37 3.7 0.13 54.46 65.96 0.36 11.38 2.46 8.92 8.03 Area 9 6.08 4.59 6.16 3.65 0.13 53.04 79.44 0.42 11.68 2.50 9.18 8.26 Area 10 11.35 7.09 4.44 2.81 0.13 48.79 37.80 0.18 29.17 4.97 24.20 21.78 Area 11 15.48 10.26 4.71 1.71 0.13 58.72 6.04 0.04 52.70 4.67 48.03 43.23 Area 12 22.57 9.94 3.82 2.11 0.13 85.77 1.85 0.02 56.16 6.92 49.24 44.32 Note:Values will be further calculated for each Level 3 Sub-Basin P:\123\83\00\Drainage\Hydrology\Clark Hydrograph Parameters.xlsx Level 1 Unrouted Flows Storm Event Flow at Gage(cfs) Flow at Outfall(cfs) 81.92 sq mi 192.98 sq mi 10-yr 5856.1 17424.4 50-yr 9822.4 28419.6 100-yr 11975.5 34296.6 500-yr 17816.9 50117.1 Note:Flows shown are prior to calibration P:\123\83\00\Drainage\Hydrology\Results\Flaw Comparisons.xlsx Gage Comparison Flood Frequency Analysis for Oso Creek @ FM 763 Notes: USGS 08211520 HMS Unrouted Flows (cfs) Using Weighted Skew Storm Event Probability of Exceedance PeakFQ HEC-SSP 25%Moisture Content Regional Skew=0 81.92 sq mi 2-yr 50.0% 2306 2306.2 Regional Skew MSE_.123(Texas) 5-yr 20.0% 4514 4513.6 Station Skew=-0.549 10-yr 10.0% 6342.0 6342.0 5856.1 Weighted Skew=-0.144 25-yr 4.0% 9041.0 9040.5 Low outlier threshold=1080 50-yr 2.0% 11320.0 11317.0 9822.4 EMA&Multiple Grubbs-Beck methods used 100-yr 1.0% 13810.0 13809.5 11975.5 Events=48 200-yr 0.5% 16530.0 16528.6 Low Outliers=9 500-yr 0.21 20490.0 20487.0 17816.9 Mean=3.3544 Standard Deviation=0.354 Use PeakFQ results for design.HEC-SSP was a check. P:\123\83\00\Drainage\Hydrology\Results\Flow Comparisons.xlsx HMS Sensitivity Analysis FM 763 at Oso Creek HMS Unrouted Flows HMS Unrouted Flows (cfs) (cfs) USGS 08211520 25%Moisture Content 25%Moisture Content Storm Event Probability of Exceedance PeakFQ HEC-SSP 10%Decrease to Storage Coefficient(R) 10-yr 10.0% 6342.0 6342.0 5856.1 6434.5 50-yr 2.0% 11320.0 11317.0 9822.4 10766.2 100-yr 1.0% 13810.0 13809.5 11975.5 13112.0 500-yr 0.2% 20490.0 20487.0 17816.9 19471.2 P:\123\83\00\Drainage\Hydrology\Results\Flaw Comparisons.xlsx Level 2 Unrouted Flow Summary HMS Unrouted Flows(cfs) Area ID Area(ac) Area(sq mi) Storm Event 10-Year 50-Year 100-Year 500-Year Area 1 17715.20 27.68 1788.5 2996.1 3650.1 5404.7 Area 2 7142.40 11.16 1161.4 1933.2 2350.5 3496.7 Area 3 9798.40 15.31 1059.6 1804.5 2210.5 3321.8 Area 4 5420.80 8.47 877.0 1426.0 1718.9 2493.6 Area 5 12352.00 19.30 1012.8 1736.3 2131.2 3202.5 Area 6 10822.40 16.91 1488.8 2444.1 2956.3 4313.0 Area 7 18841.60 29.44 3053.6 4938.7 5942.6 8619.9 Area 8 1 5907.20 9.23 2836.0 4293.2 5037.9 6998.0 Area 9 3891.20 6.08 1757.1 2679.7 3154.4 4416.0 Area 10 7264.00 11.35 1486.2 2348.4 2800.4 3989.1 Area 11 9907.20 15.48 867.6 1482.9 1818.5 2733.1 Area 12 14444.80 22.57 856.9 1554.0 1959.8 3123.9 Note:Flows shown are prior to calibration P:\123\83\00\Drainage\Hydrology\Results\Flaw Comparisons.xlsx Clark Hydrograph Parameters Oso Creek Watershed-Ultimate Conditions Adjust Clark Parameters Drainage Watercourse Channel Watershed Average Impervious Developed B Manning's Cover(C)for a Effective Time of Storage Area Name Area ID Area(A) Length(L) Slope(S) Slope(SO) Roughness Developed Area Sub-Area(D) Impervious Tc+R Concentration Coefficient Coefficient(n) Ratio(1) (Tc) (R) sq mi mi ft/mi ft/mi % % DRNCK-07-01 701 0.67 1.60 4.66 6.79 0.13 26.95 67.38 0.18 11.24 3.55 7.68 DRNCK-07-02 702 0.63 1.41 3.70 2.50 0.13 73.04 100.00 0.73 3.53 0.53 3.00 DRNCK-07-03 703 1.94 2.71 3.87 2.50 0.13 73.46 100.00 0.73 5.00 0.76 4.24 DRNCK-07-04 704 1.40 1.11 10.84 4.12 0.13 73.96 100.00 0.74 2.10 0.49 1.61 DRNCK-07-05 705 1.20 2.52 8.24 1 2.50 0.13 85.18 100.00 0.85 2.95 0.45 2.51 DRNCK-07-06 706 0.65 2.14 12.38 7.04 0.13 78.04 100.00 0.78 2.52 0.81 1.71 DRNCK-07-07 707 1.07 1.37 13.34 7.37 0.13 72.67 100.00 0.73 2.16 0.71 1.44 DRNCK-07-08 708 0.63 1.57 3.70 4.38 0.13 86.04 100.00 0.86 2.61 0.64 1.98 DRNCK-07-09 709 0.55 1.23 12.62 2.50 0.13 70.26 100.00 0.70 2.45 0.37 2.08 DRNCK-07-10 710 1.99 2.45 5.04 6.76 0.13 74.54 100.00 0.75 3.83 1.21 2.62 DRNCK-07-11 711 2.34 3.20 7.81 9.36 0.13 59.35 100.00 0.59 5.39 1.99 3.40 DRNCK-07-12 712 0.84 1.31 9.61 9.17 0.13 70.05 100.00 0.70 2.39 0.87 1.52 DRNCK-07-13 713 2.73 1.61 16.23 8.82 0.13 58.98 100.00 0.59 3.00 1.08 1.92 DRNCK-07-14 714 1.72 2.50 3.70 3.97 0.13 64.91 100.00 0.65 5.60 1.27 4.33 DRNCK-07-15 715 0.75 1.56 9.64 10.43 0.13 42.73 100.00 0.43 4.88 1.89 2.99 DRNCK-07-16 716 0.93 1.29 19.91 18.13 0.13 52.28 100.00 0.52 2.70 1.29 1.41 DRNCK-07-17 717 0.75 1.78 19.50 9.99 0.13 38.10 95.25 0.36 5.01 1.90 3.11 DTCHA-01-08 108 2.08 3.31 5.59 4.02 0.13 40.06 100.00 0.40 10.34 2.37 7.97 DTCHA-01-13 113 0.50 1.22 3.70 2.50 0.13 57.68 100.00 0.58 4.62 0.70 3.92 DTCHA-01-14 114 0.76 1.47 15.02 11.62 0.13 54.09 100.00 0.54 3.16 1.28 1.88 DTCHA-01-15 115 1.66 2.04 5.27 6.50 0.13 40.81 100.00 0.41 7.44 2.30 5.14 DTCHA-01-16 116 1.09 2.35 5.18 8.42 0.13 37.24 93.10 0.35 9.08 3.19 5.89 DTCHA-01-17 117 2.79 4.87 3.70 8.39 0.13 42.34 100.00 0.42 12.69 4.45 8.23 DTCHA-01-18 118 1.40 1.84 3.89 2.52 0.13 46.00 100.00 0.46 7.53 1.15 6.38 DTCHA-01-19 119 1.76 2.42 8.28 6.08 0.13 55.82 100.00 0.56 5.15 1.53 3.61 DTCHB-01-12 112 1.44 3.02 4.60 5.30 0.13 66.74 100.00 0.67 5.45 1.50 3.95 DTCHBN-01-10 110 2.23 1.65 4.38 3.73 0.13 65.83 100.00 0.66 4.16 0.90 3.25 DTCHBN-01-11 111 1.80 3.19 5.19 4.91 0.13 67.77 100.00 0.68 5.34 1.40 3.94 DTCHF-01-01 101 0.82 1.97 3.70 4.35 0.13 38.93 97.33 0.38 9.02 2.19 6.83 DTCHF-01-02 102 1.05 1.91 4.37 2.50 0.13 40.34 100.00 0.40 8.50 1.28 7.21 DTCHF-01-03 103 1.77 1.96 3.70 2.50 0.13 40.21 100.00 0.40 9.05 1.37 7.68 DTCHF-01-04 104 1.13 1.91 3.70 2.70 0.13 39.68 99.20 0.39 9.03 1.48 7.55 DTCHF-01-05 105 2.04 2.96 3.70 5.62 0.13 39.03 97.58 0.38 11.00 3.13 7.87 DTCHF-01-06 106 0.33 0.85 7.13 9.18 0.13 41.00 100.00 0.41 3.96 1.45 2.51 DTCHF-01-07 107 1.12 2.71 4.23 2.50 0.13 40.17 100.00 0.40 10.50 1.59 8.91 DTCHF-01-09 109 1.54 3.30 4.51 4.07 0.13 39.49 98.73 0.39 11.23 2.60 8.63 CCT02-08-05 805 0.51 1.30 3.70 14.02 0.13 65.49 100.00 0.65 3.32 1.45 1.87 CCT02-08-06 806 2.07 2.97 9.80 2.50 0.13 61.16 100.00 0.61 5.36 0.81 4.55 CCT02-08-07 807 1.21 2.09 11.64 11.61 0.13 51.77 100.00 0.52 4.39 1.78 2.61 P:\123\83\00\Drainage\Hydrology\Clark Hydrograph Parameters_Leve13-1-1sx Clark Hydrograph Parameters Drainage Watercourse Channel Watershed Average Impervious Developed B Manning's Cover(C)for a Effective Time of Storage Area Name Area ID Area(A) Length(L) Slope(S) Slope(SO) Roughness Developed Area Sub-Area(D) Impervious Tc+R Concentration Coefficient Coefficient(n) Ratio(1) (Tc) (R) sq mi mi ft/mi ft/mi % % CCT02-08-08 808 0.44 1.82 15.72 4.19 0.13 72.61 100.00 0.73 2.57 0.61 1.97 CCT02-08-09 809 0.57 1.68 19.23 19.95 0.13 56.43 100.00 0.56 2.84 1.40 1.44 OCi05-11-01 1101 0.56 0.82 13.50 16.60 0.13 37.89 94.73 0.36 3.42 1.59 1 1.83 OCi05-11-02 1102 1.07 1.27 4.46 7.83 0.13 38.46 96.15 0.37 6.37 2.16 4.21 OCi05-11-03 1103 1.72 1.42 6.21 7.16 0.13 43.12 100.00 0.43 5.41 1.76 3.65 OCi05-11-04 1104 1.76 1.71 4.50 3.44 0.13 38.17 95.43 0.36 8.34 1.70 6.64 OCi05-11-05 1105 0.60 1.41 5.51 4.22 0.13 38.13 95.33 0.36 6.91 1.64 5.27 OCi05-11-06 1106 0.21 0.82 9.25 2.50 0.13 36.02 90.05 0.32 5.08 0.77 4.31 OCi05-11-07 1107 0.74 1.63 3.70 2.50 0.13 36.03 90.08 0.32 9.75 1.47 8.27 OCi05-11-08 1108 0.28 0.66 9.41 10.43 0.13 39.02 97.55 0.38 3.36 1.30 2.06 OCi05-11-09 1109 0.53 1.16 5.69 7.21 0.13 38.46 96.15 0.37 5.71 1.86 3.85 OCi05-11-10 1110 0.40 1.22 4.06 12.59 0.13 39.46 98.65 0.39 5.81 2.43 3.38 OCi05-11-11 1111 1.84 3.06 4.41 2.50 0.13 39.28 98.20 0.39 11.55 1.75 9.80 OCi05-11-12 1112 0.77 1.25 7.30 5.19 0.13 40.74 100.00 0.41 5.28 1.43 3.84 OCi05-11-13 1113 0.53 1.15 17.51 12.13 0.13 40.46 100.00 0.40 3.59 1.48 2.11 OCi05-11-14 1114 0.87 0.91 3.70 2.50 0.13 40.76 100.00 0.41 5.78 0.87 4.91 OCi05-11-15 1115 1.47 2.03 7.00 4.01 0.13 40.68 100.00 0.41 7.23 1.66 5.57 OCi05-11-16 1116 1.15 3.04 4.40 6.17 0.13 39.71 99.28 0.39 10.21 3.07 7.14 OCi05-11-17 1117 0.99 2.01 8.42 34.45 0.13 4.29 10.73 0.00 13.62 7.95 5.66 CCT06-09-01 901 1.39 1.25 12.48 3.46 0.13 63.55 100.00 0.64 2.79 0.57 2.22 CCT06-09-02 902 1.39 1.58 8.21 3.94 0.13 41.49 100.00 0.41 5.89 1.33 4.56 CCT06-09-03 903 0.94 1.59 12.20 7.17 0.13 52.28 100.00 0.52 3.86 1.26 2.61 CCT06-09-04 904 0.68 1.23 3.70 7.71 0.13 55.92 100.00 0.56 4.28 1.44 2.84 CCT06-09-05 905 0.69 1.24 26.81 20.02 0.13 48.63 100.00 0.49 2.60 1.28 1.31 OCT10-07-18 718 1.41 1.64 11.84 2.50 0.13 49.57 100.00 0.50 4.74 0.72 4.02 OCT10-07-19 719 1.69 2.57 7.53 8.92 0.13 42.47 100.00 0.42 7.12 2.57 4.55 OCT10-07-20 720 1.39 1.98 9.55 2.54 0.13 53.98 100.00 0.54 5.06 0.78 4.28 OCT10-07-21 721 1.17 1.60 18.09 2.50 0.13 52.66 100.00 0.53 3.86 0.58 3.27 OCT10-07-22 722 2.13 2.83 7.63 6.29 0.13 55.57 100.00 0.56 5.77 1.75 4.02 OCT10-07-23 723 0.87 1.50 21.12 30.20 0.13 44.11 100.00 0.44 3.29 1.85 1.44 OCT14-04-01 401 1.07 1.61 19.76 16.57 0.13 47.44 100.00 0.47 3.46 1.60 1.85 OCT14-04-02 402 1.90 1.99 12.49 12.65 0.13 44.49 100.00 0.44 4.89 2.05 2.84 OCT14-04-03 403 1.12 2.58 12.24 16.64 0.13 68.22 100.00 0.68 3.21 1.49 1.72 OCT14-04-04 404 1.45 2.44 9.04 7.69 0.13 59.87 100.00 0.60 4.47 1.50 2.97 OCT14-04-05 405 1.96 2.61 10.20 13.38 0.13 55.14 100.00 0.55 4.71 2.02 2.70 OCT14-04-06 406 0.97 2.84 11.77 5.67 0.13 42.09 100.00 0.42 7.04 2.02 5.03 UNTB01-02-01 201 1.52 2.41 8.37 6.69 0.13 64.65 100.00 0.65 4.13 1.30 2.84 UNTB01-02-02 202 0.38 1.26 5.68 19.91 0.13 72.86 100.00 0.73 2.34 1.15 1.18 UNTB01-02-03 203 1.76 4.12 6.25 2.50 0.13 60.66 100.00 0.61 7.44 1.13 6.32 UNTB01-03-01 301 3.24 2.69 8.09 7.73 0.13 52.64 100.00 0.53 5.76 1.94 3.82 P:\123\83\00\Drainage\Hydrology\Clark Hydrograph Parannet- Leve13-1-1sx Clark Hydrograph Parameters Drainage Watercourse Channel Watershed Average Impervious Developed B Manning's Cover(C)for a Effective Time of Storage Area Name Area ID Area(A) Length(L) Slope(S) Slope(SO) Roughness Developed Area Sub-Area(D) Impervious Tc+R Concentration Coefficient Coefficient(n) Ratio(1) (Tc) (R) sq mi mi ft/mi ft/mi % % UNTB01-05-13 513 1.62 1.87 23.70 26.49 0.13 46.47 100.00 0.46 3.47 1.88 1.59 UNTB01-06-01 601 0.69 1.62 6.88 6.50 0.13 42.96 100.00 0.43 5.76 1.78 3.98 UNTBOI-06-021 602 2.20 1 2.80 4.99 1 8.45 0.13 41.17 100.00 0.41 8.73 3.07 1 5.65 UNTB01-06-03 603 1.58 2.42 14.29 10.78 0.13 64.59 100.00 0.65 3.37 1.32 2.05 UNTB01-08-01 801 0.85 2.10 15.90 14.60 0.13 42.95 100.00 0.43 4.81 2.13 2.68 UNTB01-09-06 906 0.98 1.88 16.96 31.69 0.13 47.04 100.00 0.47 3.70 2.11 1.59 UNTB01-10-01 1001 0.66 1.41 18.29 14.86 0.13 28.19 70.48 0.20 6.26 2.79 3.47 UNTB01-12-01 1201 0.89 1.60 4.54 8.89 0.13 41.04 100.00 0.41 6.50 2.34 4.16 UNTB01-12-02 1202 0.31 1.23 4.66 4.73 0.13 42.10 100.00 0.42 5.82 1.49 4.32 UNTB01-12-03 1203 0.36 1.05 3.70 3.85 0.13 40.51 100.00 0.41 6.03 1.34 4.69 UNTB01-12-04 1204 1.52 2.76 3.70 6.13 0.13 9.43 23.58 0.02 23.95 7.17 16.78 UNTB01-13-01 1301 0.70 1.17 20.43 21.89 0.13 14.76 36.90 0.05 7.26 3.70 3.56 UNTB02-02-04 204 1.48 2.96 4.63 4.04 0.13 43.38 100.00 0.43 9.47 2.18 7.29 UNTB02-03-02 302 1.63 2.09 6.97 2.50 0.13 51.12 100.00 0.51 6.10 0.92 5.17 UNTB02-03-03 303 0.97 2.28 6.09 4.77 0.13 56.34 100.00 0.56 5.51 1.42 4.09 UNTB02-03-04 304 1.49 2.21 10.61 7.38 0.13 48.21 100.00 0.48 5.31 1.75 3.56 UNTB02-06-04 604 1.05 2.00 19.06 24.14 0.13 47.90 100.00 0.48 3.75 1.97 1.78 UNTB02-08-02 802 1.40 1.85 11.33 10.24 0.13 41.39 100.00 0.41 5.31 2.04 3.27 UNT1302-10-02 1002 0.61 1.16 20.57 19.30 0.13 40.17 100.00 0.40 3.29 1.61 1.68 UNTB02-12-05 1205 0.84 1.78 5.42 6.05 0.13 41.54 100.00 0.42 6.78 2.01 4.77 UNTB02-12-06 1206 0.84 1.24 6.85 5.51 0.13 41.66 100.00 0.42 5.18 1.46 3.72 UNTB02-12-07 1207 0.51 1.14 8.04 14.58 0.13 42.49 100.00 0.42 4.17 1.84 2.32 UNTB02-12-08 1208 1.13 1.55 5.45 7.82 0.13 40.49 100.00 0.40 6.23 2.11 4.11 UNTB02-12-09 1209 0.71 1.42 3.70 2.50 0.13 8.57 21.43 0.02 18.23 2.76 15.48 UNTB02-12-10 1210 0.89 1.45 5.40 9.58 0.13 0.00 0.00 0.00 14.94 5.57 9.37 UNTB02-13-02 1302 2.06 2.18 5.80 2.50 0.13 37.17 92.93 0.35 9.64 1.46 8.18 UNTB03-02-05 205 0.90 2.10 5.25 3.96 0.13 35.30 88.25 0.31 9.98 2.27 7.71 UNTB03-03-05 305 1.29 2.57 9.37 19.45 0.13 41.76 100.00 0.42 6.24 3.06 3.18 UNTB03-06-05 605 2.09 1.90 3.90 10.84 0.13 43.33 100.00 0.43 6.93 2.73 4.21 UNTB03-06-06 606 2.43 3.10 4.51 4.00 0.13 39.10 97.75 0.38 11.05 2.53 8.52 UNTB03-06-07 607 1.79 3.29 3.70 2.74 0.13 42.04 100.00 0.42 11.54 1.92 9.62 UNTB03-06-08 608 0.79 2.17 3.70 2.50 0.13 53.48 100.00 0.53 7.08 1.07 6.01 UNTB03-06-09 609 1.26 1.23 3.70 4.06 0.13 64.95 100.00 0.65 3.73 0.86 2.87 UNTB03-06-10 610 1.01 2.00 18.45 10.94 0.13 49.91 100.00 0.50 3.94 1.55 2.38 UNTB03-08-03 803 0.71 1.05 14.79 36.95 0.13 32.52 81.30 0.26 4.37 2.60 1.77 UNTB03-10-03 1003 0.99 1.19 3.70 3.49 0.13 39.40 98.50 0.39 6.78 1.40 5.38 UNTB03-10-04 1004 1.11 1.81 6.56 7.57 0.13 40.43 100.00 0.40 6.48 2.16 4.31 UNTB03-10-05 1005 1.64 2.73 8.28 11.13 0.13 34.95 87.38 0.31 9.21 3.66 5.55 UNTB03-12-11 1211 1.78 2.13 5.68 11.06 0.13 40.77 100.00 0.41 7.05 2.79 4.25 UNTB03-12-12 1212 0.86 1.05 10.42 5.39 0.13 41.51 100.00 0.42 4.22 1.17 3.05 P:\123\83\00\Drainage\Hydrology\Clark Hydrograph Parannet- Leve13-1-1sx Clark Hydrograph Parameters Drainage Watercourse Channel Watershed Average Impervious Developed B Manning's Cover(C)for a Effective Time of Storage Area Name Area ID Area(A) Length(L) Slope(S) Slope(SO) Roughness Developed Area Sub-Area(D) Impervious Tc+R Concentration Coefficient Coefficient(n) Ratio(1) (Tc) (R) sq mi mi ft/mi ft/mi % % UNTB03-12-13 1213 0.96 1.41 3.70 2.50 0.13 40.78 100.00 0.41 7.42 1.12 6.30 UNTB03-12-14 1214 0.83 2.39 4.96 4.88 0.13 23.82 59.55 0.14 15.79 4.13 11.65 UNTB03-13-031 1303 1.15 1 1.46 12.59 1 31.36 0.13 32.19 80.48 0.26 5.69 3.24 1 2.46 UNTB04-02-06 206 0.39 0.91 8.83 2.50 0.13 39.13 97.83 0.38 4.77 0.72 4.05 UNTB04-03-06 306 1.95 2.95 11.86 12.25 0.13 41.35 100.00 0.41 6.71 2.78 3.94 UNTB04-06-11 611 0.66 1.79 6.84 7.95 0.13 50.86 100.00 0.51 4.98 1.70 3.28 UNTB04-08-04 804 1.47 3.19 11.60 4.00 0.13 81.51 100.00 0.82 3.17 0.72 2.44 UNTB04-10-06 1006 1.24 2.29 3.93 7.10 0.13 50.16 100.00 0.50 6.91 2.23 4.67 UNTB04-12-15 1215 2.83 2.52 7.55 4.69 0.13 40.82 100.00 0.41 7.86 2.00 5.85 UNTB04-12-16 1216 1.50 1.92 5.23 6.92 0.13 40.59 100.00 0.41 7.20 2.30 4.90 UNTB04-12-17 1217 2.02 2.99 4.12 9.00 0.13 40.99 100.00 0.41 9.53 3.46 6.08 UNTB04-12-18 1218 1.41 2.96 6.06 7.10 0.13 18.13 45.33 0.08 18.55 6.00 12.55 UNTB04-13-04 1304 1.12 1.52 6.09 9.97 0.13 0.00 0.00 0.00 14.77 5.60 9.16 UNTB04-13-05 1305 3.46 2.86 5.30 3.00 0.13 2.01 5.03 0.00 25.03 4.53 20.50 UNTB04-13-06 1306 0.60 1.52 19.57 52.36 0.13 22.00 55.00 0.12 6.67 4.35 2.31 UNTBOS-02-07 207 0.52 1.05 5.32 20.82 0.13 39.68 99.20 0.39 4.61 2.31 2.30 UNTBOS-03-07 307 2.11 2.42 14.13 14.76 0.13 41.62 100.00 0.42 5.55 2.46 3.08 UNTBOS-06-12 612 1.37 1.40 29.90 26.89 0.13 37.28 93.20 0.35 3.61 1.96 1.65 UNTBOS-10-07 1007 1.29 3.36 7.29 10.54 0.13 32.49 81.23 0.26 11.92 4.63 7.29 UNTBOS-12-19 1219 2.40 2.24 5.31 11.17 0.13 0.02 0.05 0.00 18.87 7.52 11.36 UNTBOS-13-07 1307 1.75 1.48 3.70 2.50 0.13 94.57 100.00 0.95 2.21 0.33 1.87 UNTB06-02-08 208 0.39 1.18 11.27 10.91 0.13 42.53 100.00 0.43 3.98 1.57 2.41 UNTB06-03-08 308 1.13 2.61 13.95 22.25 0.13 40.86 100.00 0.41 5.66 2.90 2.76 UNTB06-10-08 1008 0.73 1.60 14.81 17.59 0.13 48.23 100.00 0.48 3.65 1.73 1.92 UNTB06-13-08 1308 1.19 1.68 20.67 33.11 0.13 34.36 85.90 0.30 4.89 2.83 2.07 UNTB07-02-09 209 0.69 1.89 10.95 3.61 0.13 40.39 100.00 0.40 6.23 1.32 4.91 UNTB07-02-10 210 0.18 0.63 19.71 18.61 0.13 39.40 98.50 0.39 2.44 1.18 1.26 UNTB07-03-09 309 1.29 2.72 12.08 20.89 0.13 41.77 100.00 0.42 5.95 2.99 2.97 UNTB07-10-09 1009 1.78 3.41 6.26 7.49 0.13 35.25 88.13 0.31 11.70 3.89 7.81 UNTB08-02-11 211 1.90 1.67 7.85 2.50 0.13 62.96 100.00 0.63 3.95 0.60 3.36 UNTB08-02-12 212 0.46 1.91 7.04 4.02 0.13 59.43 100.00 0.59 4.53 1.04 3.49 UNTB08-03-10 310 0.20 0.45 67.51 89.20 0.13 40.59 100.00 0.41 1.15 0.85 0.30 UNT1308-10-10 1010 1.30 2.30 8.89 23.31 0.13 38.29 95.73 0.37 6.56 3.41 3.15 UNTB09-02-13 213 0.47 1.27 16.97 6.78 0.13 49.53 100.00 0.50 3.32 1.05 2.27 UNTB10-02-14 214 0.50 1.42 11.31 20.52 0.13 45.79 100.00 0.46 3.83 1.91 1.92 WTOSO-05-01 501 1.26 1.27 3.70 3.00 0.13 48.51 100.00 0.49 5.72 1.04 4.69 WTOSO-05-02 502 1.63 1.03 7.57 9.15 0.13 48.67 100.00 0.49 3.65 1.33 2.32 WTOSO-05-03 503 1.96 3.14 4.84 11.29 0.13 43.27 100.00 0.43 8.66 3.46 5.20 WTOSO-05-04 504 1.26 2.48 7.00 12.36 0.13 41.15 100.00 0.41 7.09 2.94 4.15 WTOSO-05-05 505 1.57 1.16 1 8.56 7.32 0.13 40.63 100.00 0.41 4.66 1.53 3.13 P:\123\83\00\Drainage\Hydrology\Clark Hydrograph Parannet- Leve13-1-1sx Clark Hydrograph Parameters Drainage Watercourse Channel Watershed Average Impervious Developed B Manning's Cover(C)for a Effective Time of Storage Area Name Area ID Area(A) Length(L) Slope(S) Slope(SO) Roughness Developed Area Sub-Area(D) Impervious Tc+R Concentration Coefficient Coefficient(n) Ratio(1) (Tc) (R) sq mi mi ft/mi ft/mi % % WTOSO-05-06 506 0.54 1.09 11.86 15.68 0.13 40.68 100.00 0.41 3.76 1.71 2.05 WTOSO-05-07 507 0.94 1.42 3.70 3.52 0.13 40.50 100.00 0.41 7.21 1.50 5.72 WTOSO-05-08 508 1 1.00 1.25 9.73 1 8.34 0.13 40.87 100.00 0.41 4.60 1.61 1 2.99 WTOSO-05-09 509 1.16 1.67 7.37 33.10 0.13 40.73 100.00 0.41 5.06 2.92 2.14 WTOSO-05-10 510 1.19 2.39 10.99 4.46 0.13 44.93 100.00 0.45 6.26 1.55 4.72 WTOSO-05-11 511 2.18 1.96 13.46 14.76 0.13 54.45 100.00 0.54 3.71 1.65 2.06 WTOSO-05-12 512 2.99 2.45 13.88 27.32 0.13 49.53 100.00 0.50 4.38 2.39 1.99 P:\123\83\00\Drainage\Hydrology\Clark Hydrograph Parannet- Leve13-1-1sx APPENDIX B Indexed Citywide Master Plan i s N N s 3z 3� 2 N — r � ----------------------------------- Lu Lu ----------------------------- IL ui y IN* 00 a 21 0 U0, LL wx a Legend ft k do �a 1� Rr a r w � e ------------------ ------------------ 4``•. v. + lu F Lu .T _�_ _ �_ _ 'ate C y•� � jt a G _ '® K 7 X'00 r O m,�y � , p- f o KXe s } �W _ y F_ Le9er,aWr 4 e: o�a a ---------------- ------------------- Al �a m N. a �U�iYi51} u ✓ r� r r� ♦ �' ,1 3z 2_= I y j W Os sa, ' ae u «s, r W it o _ rcN 7FC CC YK ftp Y ' S yS { 9 7 J I• U Z Z x °'��ice'``� .� y,,.�_. �•,,., o Legend r. WI f� - a `•`�.3g` I 4• m 7 � • - � m y OW LU L3 w ywYo a a o z 50 -- - — ---- —--- wI— — r wx w ° .�� •.icy ' f � av s. F o m � 2 I 3 r Legend 4. ��% 1, � Am . e: Imo` eft ' 3 Nr fi, yo i -------------------- n aW _ E B � YYY avz LU u r a zy/ Jf IL 10 ED w z LL ol . Q 3 � 'I, .�Ao ® r+• y'S `4. `T.,, 4� � �5 4.,� �tA�' • � 4 • w�...�-ter �� ^--^--y5 a art �.�� ",. ,>'��f E :nom```.,• oo C *. _ F� a _� _ � ��S `w�•� � 6•�r o i O say f` �� Y ry ti 3Wo r a- ----------- --------------- . Lu t7 rc F 1 N w 3 rc 1 _~0 N x U LL 14 U r ------------------ fes, �� i ----------------- N itt C ��a 3u i N i Y � Lrc 1 u,, i IM 10 We ..�J.. �, ... '. �. � � �♦�♦ �� daces x mo ZO U , a Legendw � N a, 1� Rr ------------------- ------------------- -- u •---- + Y ai Al Uj t Yrs.^ r f �R ate.. t ax y w 1 9 ® nolo - .. y=ou m: �w i 00 r � t o Iy A Mz�� r m Lege s� 4 tl a z Al � ,. .. ------------------- . 3u2_= I � OWo uj Y I s�� 6 e m a. y w � rc _ k m APs. y ifzo i—IJVI OL—ALL Q d o i r E N .t ,s �� 3 s 11� 3 c ------------ ------------------- All! - i*"� 2'= .. r, Q,u2 z. "s e 4 W Q =s= ♦ "R..'na ^nd 1 a ; " i w r' y o We - � �o zm n I IL 0 OUw U W, i mo od, o E " L o ," r 1 , ��E f -------------- ----------------- y i w sx i w a OW 10 53 Legend Ir you c r, o " K -� y r.. jLL � f z uj } a d r N LU Z ev .,.. ,. jw —tee 00 of M 2Pmz If o LL rc o� W W 10 LL 0 ZO F O F a i 4- s na APPENDIX C Project Quad Sheets / va r m N ' � t sio9 LF PROPOSEo H4NNEL k' `� \ \ �'h 0 3,250 R<� Feet 450 4hyNMFqA,�Y 'l'/ ��SFP _� '�,X ` ! 'r• ^ Legend -! Flow Direction `, - - - F-1 �.^'t � Ji� �Y .�..� I� j '�� J' q_ � �V -��.. / \fi .. �Project Limits 1 FEMA CL ZZZZ CL ENEr / / f. /� /erxrY'/� ? r Proposed Improvements Channel 1 ET /w •/ :�, �' I \ J / �l' Existing Storm Drain Unknown sloe iso,> ^cF r /� � ��. ��<I"t �1. = Box Culvert m 11211 i ( l FM zaaa r d� �P ,T ( , y NOTES 1.Projecl scope no cost b setl on h gh-level >v �e repr f - fn�eu y - t t— ,q.dd ly- Qu retl of the 4 `O \�\� time fp f cltl gn- FNo • 2P,oject p tl osl do f- tle full "� y street ep�a for f dy r------------------------. ______ _ __._____ �' �. _ "�1._. �r 3.PrWd ybe Pft-f ftl Pcpd,or �9RA _ s'_ __-_ m �� _ - cwnti etl ilh ih CIPP 1 ns tlePentling on, b dWt d proj o t -g. 4 Project costs are be— n 2023 tlolb,, no ere not dpus d for further inflation- ? DESCRIPTION: COST(2623$): CITY OF CORPUS CHRISTI Channel improvements to widen and deepen main channel along centerline of Oso Creek Construction: $32,163,920 COMPREHENSIVE MASTER PLAN from La Volla Creek confluence to Oso Bay to improve conveyance and provide additional ROW Acquisition: $1,500,000 Oso 1 PROPOSED IMPROVEMENTS `\ capacity within the high banks of Oso Creek. MB&1(15%): $4,824,588 Contingency(30%): $9,649,176 t Design&Inspection(15%): $4,824,588 PAPE—DAWSON' E Project Total: $52,962,272 ENGINEERS jP Council District 3,4,5 Commissioner Precinct alai sax ax.oxio,nran3i na.3s.xm — LOCATION MAP -� POTENTIAL FUNDING SOURCES: Impact Fees,Bonds uFxaixFFxixn Hxm m.ussuxv xa Fixmximxs oo eCIS Oso1 eePAaa i fop N rt e 7 y V 4 X20", PRO C—�EL Feet ✓' ^yc Legend "h O•:C k _: �,___�-_-_-_-_-• _ � j � Flow Duecfion n. min • D • Project Limits 't FEMA CIE ror , I II io _..--. � ,� ____Ditch CL Proposed Improvements y —2077 71 aaNNEc 1 J l rr — f Alternate a rc• IF _ m . ,r,e NTI � i � ��r erna a Channel e <r •g ( < o� •_ _ m fP Existing Storm Drain ') Unknown Size C,%1IHETIHPFI0 E Ens.. _ C 36" 60" o 76o60"> anc� — = Box Culvert CHI Erni rT s •- T� "• aria o ePyre T — PROPOIED IET CHINTEL� cam.,, ro i NOTES: 1.Project scope no cost are basetl on high-level -- hytlrolog c a no hytlraulcan.y—antl I.not represent an inlet-level anaysis. Further detailetl analysis is r.q.,,.d at the time of project d—gn. �+. 2.Project scope and cost do not include full / street eph ement or slily r n. ... ... ,...... ! ..... 3.Projecl the sPN-t MPI Projects or caraA comti ed ilh other OF projects depentling ® ... ..._.. .... _. ///'''''' on ctY budget and Prop d f -g. '.] 4 Project costs ere besetl 2023 tlollars antl ere not etljusletl f f th inflation_ ? YMAP DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements along London Ditch from Crosstown Expwy to Oso Creek;and Construction: $4,707,236 COMPREHENSIVE MASTER PLAN channel improvements along ditches/tributaries in London Area to provide conveyance ROWAcquisition: $3,450,000Oso 2 PROPOSED IMPROVEMENTS through London area including potential Nueces County and TxDOT improvements. MB&I(15%): $706,085 - Contingency(30%): $1,412,171Design&Inspection(15%): $706,085 PAPE-DAWSOAP1—T Project Total: $10,981,578 rENGINEERS Council District 4,5 Commissioner Precinct4 ami 1—NmNio,nvs11111.171— LOCAPOTENTIAL FUNDING SOURCES: Impact Fees,Bonds Esu exaiNeexiNn nxm m T 11LI—Ne nxmximxs oo R. Oso 20 - _ �s F., w m _ r P p 0 3,400 T a rc -_ W ' Feet ' I, .,, [ _ Legend Flow Direction 'vo Be q Project Limits r --FEMA CL r , � Ditch CL Proposed Improvements ca \ Y 1 Channel Existing Storm Drain Unknown Size ti 36" 60" X60"> i O �' LL �,m � o-t•`'��a =__=Box Culvert A t mar. F o� � � � C tib•.(' F o eoe.e f NOTES- Oo�r t 1 Project-P. sl etl tl b el r" S h,P nt tlIhtI NN- tld.n.t tlo not tum, det dd1vd n q- tl ithe a n �.a s 2Project p tl osl do t Ide full _._"_— _'_rrr w-.i 2 street eple f or hidy t i ..... 3.Pr cls ma hes ft into mull le cls or t l oma Y P P Proje ` �i-��s -" �`i d netl get other CIP p j cls tlepentling 'A Es �s c on p budget antl prof C t g. 4 Project costs ere besetl n 2023d.lb,, �� I -� � entl erenot etljusletlf rfuriher-nfleton- ? DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements to widen and deepen main channel along centerline of Oso Creek Construction: $18,645,108 COMPREHENSIVE MASTER PLAN from Hwy 44 downstream to La Volla Creek confluence to improve conveyance and provide ROW Acquisition: $2,750,000 Oso 3 PROPOSED IMPROVEMENTS `\ additional capacity within the high banks of Oso Creek. MB&I(15%): $2,796,766 Contingency(30%): $5,593,532 Design&Inspection(15%): $2,796,766PAPE—DAWSO Project Total: $32,582,173 �� N' ENGINEERS Council District 3 Commissioner Precincts 2,3,4 azul sax ax.oxio,nran3l na.'7 LOCATION MAP POTENTIAL FUNDING SOURCES: Impact Fees,Bonds m m.mssuxvnixe rixmxzmxs oo eQS Oso 3 3 APNE N 44 77'.. 0 2.500 v nl Legend Flow Direction m ®Detention Project Limits { o i FEMA CL Ditch CL Proposed Improvements - - Channel b I' Existing Storm Drain 6 Unknown Siz 36" 60" X60"> = Box Culvert �F N p w NOTES_ Ir 1 Project scope no cost ere basetl on Ngh-1-1 hytlrologic no hyd—k ane —entl tlo not o represent an inlet-level anarysis. Fudhe,tletaikd analysis is r.qu,,.d at the tj�` hme of project d.gn- t�v1 2Pr1 jecl scope entl cost do notindudefull 1112LL po street replacement or uhidy relocaton- �e 3 Project Y be pft-t ft pl P jests or omti ed dh th OP p j C tlep d,ng c'Y dget d P j cI F-9- 4.P,W0 osl b etl n 2023tl Ila JAL f'g no ere not edjustetl for further-nf,t— ? ti 1•r�- DESCRIPTION: COST(2023$): .CITY OF CORPUS CHRISTI Improvements to Clarkwood Ditch/Oso Trib 14 from Hwy 44 to Oso Creek;and potential Construction: $23,304,888 COMPREHENSIVE MASTER PLAN detention pond north of Hwy 44 to reduce Flooding along Clarkwood Rd,near Hwy 44,and ROW Acquisition: $2,650,000 Osol.PROPOSED IMPROVEMENTS `\ in nearby properties. MB&I(15%): $3,495,733 Contingency(30%): $6,991,466 t Design&Inspection(15%): $3,495,733 PAPE-DAWSQN �.E Project Total: $39,937,821 r ENGINEERS JP Council District 1,3 Commissioner Precincts 2,3 alai sAIAIIIio,nvsnsi nasa.xw LOCATION MAP POTENTIAL FUNDING SOURCES: Impact Fees,Bonds n euaixenixn nxm m.nessuxvnixa Fixmximxs oo eOS Oso 4p a� w N SED - o,¢ C 0 �. 0 3,100 _ rl 1i ,Y Feet �. —srocK— `Q� ) Legend � 1 p Flow Direction 0 Project Limits 3 —FEMA CL '�* F ___=Ditch CL IR. - MPaoveMe x Proposed Improvements U Z SCh an nel '---.� \ 7 g Existing Storm Drain -____T Unknown Size l{ , X60"> _=Box Culvert Ce3 �� FM eeP jMPe MF NOTES: 1 Project scope no cost ere.ly on hd.n.t 1 he,P nt tlIh'tl ali N no d.no caza pw� �\ cezw `may" t Futlh det ktl IY ya tl tthetun,f t F zProjen p tlrost ao t I derll street hce or t my t rep " !.� '< •:�_--� 3 Pr Nn Y be h.,O Il pl p ojects or "� ��------�- w� � �v -� on nd etl et otheroj.d jests tlepentling n p budget antl project 2023 4 Project costs ere besetl on 2023 tlolkrs ano are not dpus d for further inflation. ? ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements along centerline of West Oso Creek to improve conveyance to Oso Construction: $6,193,482 COMPREHENSIVE MASTER PLAN Creek. ROW Acquisition: $2,000,000 MB&1(15%): $929,022 Oso 5 PROPOSED IMPROVEMENTS Contingency (30%): $1,858,045 t Design&Inspection(15%): $929,022 PAPE—DAWSON E Project Total: $11,909,572 r ENGINEERS jP Outside City Limits Commissioner Precincts 1,2,3LL alai sax ax.oxio,nran3i na.3s.xm LOCATION MAP POTENTIAL FUNDING SOURCES: Impact Fees,Bonds nxM m.Exassuxvnixa FixMximxs oo e—OS Oso 5G N 0 725 "1 311 J \ Z 1Feet Legend I Flow Directon i - �Project Limits ICM Zones a.iPa I � `o _ —FEMA CL =Ditch CL i 'a" Proposed Improvements 1 \• -=c acP Channel >n Culvert or 1,1' FPipe M Existing Storm Drain unknown size LF w \/ Pao 36" 60" { X60"> y� ___-Box Culvert rA a, -m 9q� NOTES- �� r 9, 1 Protect scope no cost bo—on high Jevel 1�f h p—nt-1 hleaf y-s entl tlo not repr t ltet.1y —N— F.0,,, him. det dd—gly- q iretl of the time fp j rttlesi. E 2.Projecl scope antl cost do t- lutle full street replacement or rmr I ar m 3.Proxdc may be spit-t Ilple projects or 11 DIT11 b netl with other OF p q,,d,tlepend,ng on cly batlget entl pr j rt liming_ 4 Project costs ere baseh on 2023tlollais antl are not adja s,,d for further inflation. ? ti 1•r�- DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements between Glen Oak and Waldron Road,and proposed storm drain Construction: $6,433,426 COMPREHENSIVE MASTER PLAN system improvements upstream of Glen Oak to relieve neighborhood flooding. ROW Acquisition: $50,000 01-B PROPOSED IMPROVEMENTS `\ MB&I(15%): $965,014 Contingency(30%): $1,930,028 -00 t Design&Inspection(15%): $965,014 PAPE-DAWSOAF E 1 ss' o Project Total: $10,343,481 r ENGINEERS 4L� Council District4 Commissioner Precinct alai sax ax.oxio,nran3i na.3s.xm — LOCATIONMAP -C POTENTIALFUNDING SOURCES: SW Utility Fee,Bonds ueunixeexixaaxm m.mssuxvnixn Fixmxrmxs oa BeCIS 01-B ec �o ✓� f N • IL ss R� o t,000 H_�E Ell s EP��E Legend eEP�,� -ae� r ee�� : ac jEE11C EE ' �� Flow Direcflon �� Project Limits 0 o�s� ,o,�,�,a Q F°-v Vie'R �`\ a r y •, ) •/' ICM Zones FEMA CL , rdm ooh°� c / / ,� �f ::z:osedI 1 a °wr ffff//// e � � Proposed Improvements �. SCh an s:\ ¢ ecA �y;. E El Culvert / -y _ Cy Pipe wAq y zZ , , DEE % \ Existing Storm Drain •�� —Unknown Sime h / f 36" 60" ZZZZ Box Culvert -- / i''' e �' z H<Fs. //JC`� •\ 1.Project scope no cost b seh on h gh-level hytlrolog c and hyd— y- d d.not 0 EF I 2y - rcaEE ' � p<<er 7 o �� Fetlh det-ktl tI IY - yo- tl ithe i� rmefp jdd g. 20 2P,ojeclla t P tl st do f- tl full street t t �•.•i-.�� I 3.ProRc1,E Ybe PIt-1 r II PI P lecls or omti etl ilh ih CIPP.,EdtleP ding on-'y batlget antl prof cl fi -g. 4 Project costs ere beseh 2023d.lb (/ antl are not edjastetl f.,farther gfleron- ? ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain/culvert improvements along Edgebrook Dr,Wake Forest Or,Pepper Mill Dr, Construction: $18,687,461 COMPREHENSIVE MASTER PLAN Woodgate Dr,Heavens Gate Dr,Timbergate Dr,and Hunt Dr;and channel improvements ROW Acquisition: $100,000 03-A PROPOSED IMPROVEMENTS `\ along Lipes Blvd and across Yorktown Blvd to relieve neighborhood flooding. ME"1 (15%): $2,803,119 Contingency(30%): $5,606,238 1-00 t Design&Inspection(15%): $2,803,119 PAPE-DAWSOAI , "4 Project Total: $29,999,937 PENGINEERS jP Council District 5 Commissioner Precinct ma i 1—N-11-1.111-111 xm ° LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds nxm m.mssuxvnixa Tixmximx oa T BeCIS 03-A ec 0 Oto Po - Feet Mx; � Legend ` wTH eeo sF c,a sec a u T Flow Direction �E sec Project Limits .H ez o. _ ICM Zones iElio -arvo �... l Ditch hACLL C _ er sE-cs sac Proposed Improvements Channel a •" Culvert _ _` k"• �. °• Existing Storm Drain ,f e Unknown Size I r El cE 36 60 aEe�,c x sec X60 �'•�� ti`'� � �'4 � i ea � � ,�� ZZZZ Box Culvert �q ie F f ,;�.• ar ec F (_ R 1311 1 : O a NOTES: co—E—E 1 Project scope no cost ere besetl on h ghJevel ,. '. hytl g ohytlaul ty- no d.not rep, t—nit y Furth det ktlly Qu retl et the 1ime Project—p.fp j rttl gon. 2. tl sl do t, de full 1+ off E Y street eph t x hidy lm,t,n_ Project y be pft t trpl p opd, omor " '?.�'�•,. `1. ti cd dh th je OFF sts tlepend,ng c '& ondy budget antl protect tming. 4.Project - . ntlaecosatlfeoofunrt2h0.2,"Noatns. ? m ti 1•r�--,., DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements along Flynn Parkway;storm drain improvements along Cobblestone Construction: $8,312,0210 1 COMPREHENSIVE MASTER PLAN Ln, Oxford Dr, and Philippine Dr; and culvert improvements at Holly Rd to reduce ROW Acquisition: $50,000 04-A PROPOSED IMPROVEMENTS `\ neighborhood Flooding.Drains to project 4-B. ME"1(15%):(15%): $1,246,803 - Contingency(30%): $2,493,60612383-00 t Design&Inspection(15%): $1,246,803 PAPE-DA WS011r �,E2023 1 "4 Project Total: $13,349,233 r ENGINEERS JP Council District 3 Commissioner Precinct mai saxaxmxio,nvsnT i na.Ts.xm LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds ,ru exaixeexixc nxm m I Tn 11-1ixa,ix 1.2— BeCIS 04-A °'any N 0 610 m Feet Pa Legend - 0 FlowLon I Project Limits i � � � •�,. , _ —FEMA CL KMro 'C b --ZZ Ditch CL Proposed Improvements SCh an nel eEP �Culven r �L=_HI =UngStormDrain knownSi m Existing aeP�aer. ..ec' 7 r ,eP,Pepve,E.a 4" 34" 36-60 X60"> r � zzzzBox Culvert / t NOTES: / of 1.Projec)scope no cost are basetl on h gh-level / hytlrolog c no hyd—hu,anaryss no tlo not r represent an inlet-level anaysis. Fudher tletaikd analysl_s is r.qu,,.d et the hme of prjecl de gn 2.Projec) p dc.s do t- lude full r / - sheet epla t or uhidy lm,t,n_ 4 3 Pro NncC1 dh eth.,OF r Jncl ft.tlingr on'c'Y budget d P of cl f -g. J 4.Projec) osl b etl n 2023tl to antl are not.duusled for further gflafon. DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements along Shea Parkway and Flynn Parkway to Saratoga Blvd;and Construction: $4,943,109 COMPREHENSIVE MASTER PLAN storm drain improvements along Killannet Dr to reduce neighborhood Flooding.Accepts ROW Acquisition: $100,000 04-B PROPOSED IMPROVEMENTS `\ runoff from project 4-A. MB&1(15%): $741,466 Contingency(30%): $1,482,933 t Design&Inspection(15%): $741,466PAPE—DAWSONI EAug 2023 Project Total: $8,008,974 ENGINEERS JP Council District 3 Commissioner Precinct 2 -i IANAN.Nio.7.11111.171.— LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds T—Neu m.mssuxvniNarixmximxs oa BeCIS O4-Bac N : 5 v "o"o O 0 oP r P,Q r t 4 I ryy�oN`,\ f Legend Flow Direction Project Limits a ICM�k\ FEMA CIE. -Ditch CL Proposed Improvements Channel Culvert c Storm / xis Drain —Un wSia. -4-3 36„ 60„ "> ZZZZ Box Culvert Nn L j �r 7--r QeG, R Zoe NOTES y1 1_ ,l p tl b -on h hyd.Itl hytler ysentl d—t epr t l y _ urn. tlet ktl n Q tlet the ON, ` tore fp 1 cltl 9. 20• _ 2Proje p tl o do t tle full iia 3 "a� / Zoo �_ / //L - street eau t or t r I r _ yo ��r U< q i/!�S( �q( / 3 Project Y be Prt t MPI P ojecls or / RPN�gS-PRQeA��Z0,� �, f wnb etl �Ih other ClPP J cl tleP ung F _ on cly botlget entl pr j d t g a aVy /�Ny 0 4 Project cods ere beseh 2023tl Ile entl ere not etljusletlf.,f.,th—nfl.b.n DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements from Saratoga through Acushnet Park and along Grand Juction Dr Construction: $10,839,372 COMPREHENSIVE MASTER PLAN to Oso Creek;and storm drain improvements along Middlecoff Rd and nearby streets to ROW Acquisition: $100,000 04-D PROPOSED IMPROVEMENTS `\ reduce neighborhood flooding.Accepts runoff from projects 4-A,and 4-B. MB&I(15%): $1,625,906 Contingency(30%): $3,251,812 t Design&Inspection(15%): $1,625,906 J PAPE-DAWSQJV �,E "4 Project Total: $17,442,995 . ENGINEERS Council District 5 Commissioner Precinct alai sax ax.oxio,nran3i na.3s.xm — LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds ueueixeexixnnxm m.mssuxvnixe Fixmximxs oa BeQS O4-Dae 0 850 �F k n � ep„sR Feet N S ' � LF sac Legend Flow Direction Project Limits R q ICM Zones t FRF rFR�y / aE ^c —FEMA CL o �/RFR eF QPFR a - (� / aaW � kT�F� Ditch CL Rp, w� oy / 1 ) _ '� Proposed Improvements =Ch an nel ACU lvert Existing Storm Drain \)C Unknown Size 7 X60"> e � -Box Culvert �eeo ey a � EES �. 4„>F ✓ LF Zoo � 2 eS OITT ILT' oe n E e�NN ��E: E e. �r e ,cE �. a� t ..ec I, i -. � � NOTES_ 1.Projecl p no os1 b etl on hgh-level hytl g no hytl euf ly-s no tlo not mpr t n rid Im,1 n,N,,,- orcHEe / F,rhI,,uct-Ietl ly -cqI tthe V �Ei o !w ime rp J rttl 90 > r zPnen p tl �m r a rII street epla t t lay t ` 2 3 Project y be prt-Int.rIp jack or b cd dh th OF p j C ft-I b 4.Projeclbudget d t y etlrtt2029tl Ila �/Tb� \ � entl ere not etljusletl f f ih r inflation_ ? ti 1•r�--,., DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along Carroll Ln and Waterloo Or systems;channel and Construction: $23,505,278 COMPREHENSIVE MASTER PLAN storm drain improvements along Carroll Ln to Saratoga Blvd;and culvert improvements at ROW Acquisition: $100,000 05-A PROPOSED IMPROVEMENTS `\ Holly Rd and Kostoryz Rd to reduce neighborhood Flooding.Accepts runoff from project 5- ME"1(15%):(15%): $3,525,792 - B. Contingency(30%): $7,051,583 t Design&Inspection(15%): $3,525,792 PAPE-DA WS011r �,E 1 "4 Project Total: $37,708,444 F ENGINEERS JP Council District 3 Commissioner Precinct 2 mai IANAN.Nio,nvsn3 i na.3a.— LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds —IN-1111-11 m.mssuxvniNn FixmxTmxs oa BeCIS 05-A ac aEa a� �sac �2 t Na Feet O f �� J f Dani 7eS '� ✓� � ) r �/ �`�\'� 2 Oe4 � 13 Legend ° / E 0e 4 Flow Duecfion Project Limits [E'IICM Zones FEMA CIE // •fir L 1 tp 1�� / \ m°� 3 ✓ - =Ditch CL �o�Q+ '�� // //� i Proposed Improvements (. =Channel / �� MR ACU lvert roF Existing Storm Drain R '�� ``� Unknown Size a, /F 4" 34" / x/ 'yO[Yr. . r 36 60 X60"> �� j cE / _ Box Culvert `r .,re'c 11�EE S-11 �Pi.4 �s r sac Nr� , '.SE a� R I c � e„cE-„ ac r , E,, E aEP�..E Ta o cE ._ / e scE r / \ 1 NOTES- i JP ort p no cosl bo—yon h gh-level hytl g no hytl 1 y- tl tlo not F tlh deticdq- tl tthe ER }' ti��oc me rp l dd ntl -g n 2.Projecl p tl sl do t- tl f II sheet 4 t i ,h1dy I o / 7�v 3Pomb ned w h oth.,OF pmpd,tlepend,ngr ( r on cly budget end pr jecl timng_ 4 Project cods ere besetl on 2023 tlollars antl are not atljusletl for further inflation. DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel and storm drain improvements along Civitan Dr and Richter St; culvert Construction: $15,813,927 COMPREHENSIVE MASTER PLAN improvements at Holly Rd;and channel and storm drain sytem improvements from Holly Rd ROW Acquisition: $100,000 05-B PROPOSED IMPROVEMENTS `\ to Kostoryz Rd to reduce neighborhood Flooding.Drains to project 5-A. ME"1(15%):(15%): $2,372,089 Contingency(30%): $4,744,178 1-00 t Design&Inspection(15%): $2,372,089 PA _____Ip�,E 1 "4 Project Total: $25,402,283 � ENGINEERS jP Council District 3 Commissioner Precinct aaisaNaNTONio,n vsnTina.Ts.xm ° LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds a exaiNeexiNnaxm m TExessuxvniNa Fixmximxs oa BeQS 05-Bac o T Zone 114 o 950 Zone 13 Feet ee re Legend Flow Direction Project Limits O [EJ ICM Zones FEMA CIE IT-11 DR1111111 1110 ---=Ditch CIE F Proposed Improvements =Channel c.ve It Existing Storm Drain Unknown Sime R11-1 11"111 LF —6o"> —10 1-11 Box Culvert R_71�"I —10 D-11�ID`R- L 4,0 111 LF- "R1110 11-10 ID H, R 0 l�' DLR-_I F R-- T1 2 —10 R11 1110 '�,01 TDF-11'11�D' Lon-�I' ;1 D-1 NOTES 1 Project Imp.entl I.,t ere bo—on Ngh-1-1 one 6 hyd,.I.gc entl hyd—k—ty—entl d.not Z represent In n1d 1-1 enayss 1101 1a=1—1 Further uIct.,k,d n.1y,—.q.,,.d It the fine p,.j.d d.gn 2.P,Ipd I.p. nd I.,A&n t nd.de full street cph—nt ,h1dy ucl—t- 3 P,opd�ney beIpht nt.ru.ftl.p,cpd,or "T, -----— rNncJ with other OF pmpd,ft.nd,ng n or d--bo— n 2023d.lb,, 'i 4 Pmpy budget and prop t—ng T-7 1 -1 / , no are not odp,tcd f.,f.,th,,,nfl.t— DESCRIPTION: COST(2023 ICITY OF CORPUS CHRISTI Storm drain system improvements along Old Brownsville Rd,Lawton St,Washington St, Construction $24,503�313 COMPREHENSIVE MASTER PLAN and Post Ave;and channel improvement along Airport Rd and Post Rd to reduce flooding ROW Acquisition: $100,000 06-A PROPOSED IMPROVEMENTS to neighborhoods and businesses. MB&I(15%): $3,675,503 Contingency(30%): $7,351,006 12383-00 Design&Inspection(15%): $3:675'503 PAP E-DAWSOAP _____Ip2O23 Project Total: ---------- HiENGINEERS 11 ,2,3 Commissioner Precincts 1,2,3 2111 N—P-I SANAN—II-82131210375 is -1 L CATION MAP ZAP="nALtr1ic-tND,NG SOURCES: SW Utility Fee,Bonds I Tueuaineexinn 111. m.mssuxvninarixmximxs oa CIS 06-A ac N sr" Fw Zote 7— 1 0 1,100 0 Feet L....d lT 0 Flow Director ProactLimits [E'I L oe 70 ICM Zones —FEMA CIE ----Ditch CIE Proposed Improvements Z",�� u` 3111 LF Ill- 1 =C.h Channel Tul ill 1 -3� C N'e O Existing Storm Drain Unknown Size —4-3 36'-60' !DcA _60" ZZZZ Box Culvert lT 14, ^-7 NOTES 1 Project—pe entl r.,4 ere b.,etl on h,gh-1-1 hyd,.I.g� no hydo.k—y— no d.not Z--- �4'—11 lTllll rp—nil.nuld—I—N— tun.f p,.j.d d—gn 7Z-1Z 0 2 P,.Pd nd r.,A&ntud.d.full lD, ",T�c "T C —1 or hilly 1-,t,n 41 �ftcct'oph" I RW.�noy-�,htut.ru.1t,pi.pr.p.,or H" r—bucd dh th.,OF prqrd,ftl on rdy b.cWt end p,.j.d timing 4 P,.Pdr——b.,. n 2023d.lb,, rnl arent ri f.,huth—ul r DESCRIPTION: COST(2023 CITY OF CORPUS CHRISTI Storm drain system improvement along Cimarron Blvd and nearby street; culvert Construction: $20,213,084 COMPREHENSIVE MASTER PLAN improvements at Cimarron Rd and Airline Rd;and channel system improvement parallel to ROW Acquisition: Woolridge Rd and Fitzhugh Rd and draining to Oso Bay Trib 2 to reduce neighborhood MB&1(15%): $3,031,9$- 10_A PROPOSED IMPROVEMENTS 63 flooding. Contingency(30%): $6,063,925 12383-00 Design&Inspection(15%): $3,031,963 J PAPE-DAWSON' Project Total: $32,340,934 rin ENGINEERS 11 'L Council Districts 3,4,5 Commissioner Precincts 2,4 1- -- R. L CATION MAP Z.fPOTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds I --N111 Nn . T-1 i,_ CIS 10-A IT, rc i FSO d i —1c E C 11 � N ;�, o 1,000 11c—T— Feet /J\` a a / v ^ �a R'2a �� Y1 Legend Flow Direction t�_� t - gr`yQ � � �if' �Project Limits "{ `A"qa �„� ICM Zones L'—1-1 C1,11TELIEIIIEEIIIII11 11111111-11E.1111211 `L - —FEMA CL / _ __=Ditch CL 3a '7` ,,' `� S ,,Lr Ea oe ier Eac E,EN,.. //p. Proposed Improvements vy 8�a \ /' own Size �3 aao Channel 7 ac y •` �� Existing/, - ' � Storm Drain = c ,. � Uk Zp �' REEF E ,N ao� ,00� \x 7e h=oF —4"-36• 3 0" Box f E 7� � U y \/ �+ = Box Culvert 111111-111-1 E11EI- 7 V x Eye c ter, / ti a. cE / `• , ww' m �C NOTES �e w ` \ 1 Project P d s1 b etl hgMevel w F o 'V \ heytl Ig end mvi y- tltlo no G 111 Pr f f y ��/ ti > M t tlhI,,det ktl II.q.-doth. 0 fine fP Jdtl 9_ a .~O \ ,\ •. 5 o°ON 2P ect P tl si do f e tl full street e t t r f m s ¢p 3ProlNn nh ethe,IIIp Jncl ft.ndugr �\ l\ 4farenotadju,dfo l further nffla andton. ? ti 1•r� DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along Lipes Blvd,and Boardwalk Ave;storm drain and Construction: $17,255,608 COMPREHENSIVE MASTER PLAN culvert imrovements along Cimarron Blvd;and channel improvements from Boardwalk Ave ROW Acquisition: $100,000 10-62 PROPOSED IMPROVEMENTS `\ to downstream of Cimarron Blvd to reduce neighborhood Flooding. MB&1(15%): $2,588,341 - Confingency(30%): $5,176,682 — 12383-00 t Design&Inspection(15%): $2,588,341 PAPE-DAWSON �.E "4 Project Total: $27,708,972 r ENGINEERS JP Council District 5 Commissioner Precincts 2,4 axai sax aN.oNio,nran3i na.3s.xm — LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds --N111 Nnnxmxam.rxassuxvniNarixmxxmxs oa eQS10-B2o N Y "4qy a no 0 500 Feet . 1 x _ Legend aaaT�ca-,a .sac j o 'u �Flow Direction i Project Limits ICM Zones Y. m -;.frac J {' FE Y qac '1 — MA CL _ =Ditch CL - nEu Pao iE Erirs { { Y 4� / % Proposed Improvements Channel Culvert Existing Storm Drain 5 ti �.:.�.�.. �, ... —Unknown Size —4"-34" y 36 60 2� \ „ $ - -Box Culvert i 31"LF 111116EI LF NOTES- ff1 Project scope no cost b setl on hd.n.t 1 hytlr nt an,hytl leaf yss entl tlo not re hr ,dIt an-nlet.1y, y., pY tun..1tlefaktlanaly- q iretl of the - .: �♦. �1 ime rP J cltl 92 Project p tl wst do n t-nd.d.full ^ I street eph tr t71iy lm,t,n_ ` I 3.P'Wd y be pft t ft pl p ojects or rti ned with other OF projects tlepend,ng y, + budget and prof cl timing. \ " 4 ProjP ect costs ere besetl on 2023 tlollers ':.a. �..... . antl are not atljusletl for further-nflaron. ? r1•r�--,. DESCRIPTION: COST(2023$): CITYOFCORPUS CHRISTI Channel improvements from Vaughan Dr to N Oso Parkway and nearby storm drain Construction: $6,136,528 COMPREHENSIVE MASTER PLAN improvements to reduce neighborhood Flooding. ROW Acquisition: $50,000 10-C PROPOSED IMPROVEMENTS `\ MB&I(15%): $920,479 Contingency(30%): $1,840,958 -00 t Design&Inspection(15%): $920,479 PAPE-DAWSOAP �.E Project Total: $9,868,445 r ENGINEERS 73 4L� Council District4 Commissioner Precinct aaisaNaNTONio,n vsnTina17.1,w — LOCATION MAP -C P=TIALFUND,NG SOURCES: SW Utility Fee,Bonds --NIL'Ncaxm. T-1 axvniNa Fixmximxssoa eeCIS 1g-Cap Ee� g N 0 1,000 Feet 4 Legend 3fi s�. - �� / Flow Direction F Project Limits +G ICM Zones —FEMA CL -ryJ ec` W Proposed Improvements Channel Culvert Existing Storm Drain Unknown Size 4" 34" 'r a { •� m i '*N �i� 36" 60" X60"> - Box Culvert oe LF1 noo ioo� E- — ,� as -exa sec e z � IIE - °N2 ,eea „e H \ m NOTES- c 1.Projecl scope antl cost b etl hgh-level 0 hytl Ig tlh tlraul y tltlo not epr f -lu I ry F tlh det dJ 9- tl ithe rme o � ETc ocaEEK fP 1 rttl -gn _ / 2P ojecl p tl r.sl do t tl full t sleet epla tidy t _ 3P NnYbe Pft-t MPI P jackor ti etl et ih OF p j rt tlep tling / on cAYb budget tlp toy -g. "\ Y 4 Proj--d--b.,. n 2023 tlollms antl are not adpa tetl for further inflation. ? ti 1•r�--„ '� DESCRIPTION: YCOS T(2023$): CITY OF CORPUS CHRISTI Storm drain improvements along Brooke Rd and Airline Rd;channel improvements along Construction: $13,832,639 COMPREHENSIVE MASTER PLAN Brooke Rd;and channel and improvements from near Cimarron Blvd to Oso Bay including ROW Acquisition: $100,000 10-D PROPOSED IMPROVEMENTS `\ culvert improvements at Rodd Field Rd to reduce neighborhood Flooding. MB&1(15%): $2,074,896 Contingency(30%): $4,149,792 t Design&Inspection(15%): $2,074,896 J PAPE-OAWSOAF �,E 1 "4 Project Total: $22,232,222 . ENGINEERS Council District 4 Commissioner Precinct alai sax aNTONio,nranTi na.Ts.xm LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds --NeexiNnnxm. TExassuxvniNa Fixmximxs oa eeQS 10-D ac 19 eh c P y� N r c o aaa e o 1,000 Feet °s - / f\ ... ,� � Legend �sr �C 777 ry �Flow Direction A \ ! sac c p�I Project Limits ....... �•-� �...�„ ` c ..av Ap ICM Zones FE z — MA CL =Ditch CL BCProposed Improvements Channel ��" •\ Culvert d'i 14" Existing Storm Drain �� Unknown Size sac ,x Aoo,'+'+1 2�pQF _4. 4. DD B 36"-60" 1111E"2E I'DELe LIT I SIDD LF SBC rH oPc.. �� / 6o"> �.` _ =Box Culvert r-ccED r P,a,ccE. <.o 11—BC a e ins ollaac z LE w " \\ \.x XS9 �, s. .w "fPo _ NOTES- i.`.�. �M-F� a� ' A � 1 Project scope entl cost be—on hd.n.t 1 /y & hytlrologc entl hytlmuf y no d.not �.7 Y t 4�1 ,� ` ij Futlh tlef letl_51 I IY ya tlet the `v�. 11 / 'i' �,\ °LF - 2.Project scope and Dost do t, Itl full _ street eph t o,tidy f 3.Project ybe plt-t Mpl p jecls or gpFp comti etl ilh th OF p j C tlep d,ng I on cAY b dget d P of d f -g. 4Project osl b etl 2023tl Ile no ere not dpus d f.,further-nflefon- ? ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel and storm drain system improvements along Williams Or from current Williams Construction: $18,845,581 COMPREHENSIVE MASTER PLAN Ditch project upstream to Staples St to reduce Flooding for neighborhoods and businesses. ROW Acquisition: $50,000 11-A PROPOSED IMPROVEMENTS `\ ME"I(15%):(15%): $2,826,837 Contingency(30%): $5,653,674 -00 t Design&Inspection(15%): $2,826,837 PAPE-DAWSON E Project Total: $30,202,930 ENGINEERS 11 12383 Council Districts 3,4 Commissioner Precincts 3,4 alai sax ax.oxio,nran3i na.3s.xm LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds ueueixeexixnnxm m.mssuxvnixe Fixmximxs oa BeCIS 11-A ec o e ¢ _ aEPz 112, Feet �. ♦. ci� •....� Legend o .� Flow Direction m zo .00 nor=� Project Limits �.a sec �- f�fmp �e —FEMA CL ----Ditch CL + ` Proposed Improvements Culvert u'. r Existing Storm Drain Unknown Size ..nnc w � —4" 34" X60"> g� Z Box Culvert IEIIIE El'I h o NOTES: 1.Project scope no cost are basetl on h gh-level hytlrolog c no hyd—k anays s no tlo not mpr t n,nitJmvi n,N,, c 'rery Funh tlet letl ly Q d tthe 2Projecl p nds,Iont,nd.d.fi.ii street/ op t o�t Inv r 3PP'Wd Ybe Pft-t MPI P jack comti cd nh ih OF P j rt ft d,ng n cny b dWt end p of d g. 4.Project os1 b etl n 2023tl Ila / f antl are not.dj.sl d f.,f.,the,,nflaron. ? ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain improvements along Gollihar Rd and S.Staples St;and channel improvements Construction: $10,638,376 COMPREHENSIVE MASTER PLAN from Airline Rd to Oso Municipal Golf Course to relieve flooding for neighborhoods and ROW Acquisition: $25,000 12-A PROPOSED IMPROVEMENTS `\ businesses. MB&1(15%): $1,595,756 0 Contingency(30%): $3,191,513 t Design&Inspection(15%): $1,595,756 PAPE-DA WS011r =,EA.g 2023 Project Total: $17,046,401 r ENGINEERS 11 Council District2 Commissioner Precincts 3,4 4m.IAN aNIN11171 i 1.171 xm LOCATION MAP POTENTIALFUNDING SOURCES: SW Utility Fee,Bon ds --NIL'Ncnxm. Tm11-1iNa Fixmximxs oa eeOS 12-A ac N +� o 360 "F PROPOEl Feet 1_ Legend .. a� - �Flow Direction a , Project Limits ICM Zones FEMA CL I =__=Ditch CL Proposed Improvements SCh an nel Culvert Existing Storm Drain Unknown Size .4. —4-3 36"-60" RaRUE< -6o'> Box Culvert t r � r...i NOTES- 1.hyd,.Il p tl sl b etl on hd.n.te1 s � + hytl I g tl hytl f y-s entl tlo not t h rear f n itlN .. AV h fp tett desgn gired et the tme 2 Rd pe and cost m t,ncwde full sheet eph t x nnv nclurehun 3 Project y be pft-t M pl projects or cwnb ed �Ih th.,OF p j cl dep tling on cdy budget and p,,j d f -g. .ol 4.Project costs are basetl n 2023tl Ila entl ere not edpu ,df further-nfl,t— ? ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along Shephard Dr and across Whitaker Dr and Construction: $2,974,0776 1 COMPREHENSIVE MASTER PLAN Cleopatra Dr to reduce neighborhood Flooding. ROW Acquisition: $50,000 12-B PROPOSED IMPROVEMENTS `\ MB&I(15%): $446,112 Contingency(30%): $892,223 t Design&Inspection(15%): $446,112 I PAPE-DAWSONF Project Total: $4,808,524r ENGINEERS Council District 4 Commissioner Precincts 3,4 ax mai sN-11T*1snTi na.Ts.xm —LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds —IN-1111-111.—TExe11-1ixa Fixmximxs oaBeCIS 12-B ec N I � d 0 390 Legend ®� e ,N- Flow Direction Project Limits FF.A CIE U � mem � Fpo 5I I0� xa F. ZZ__Ditch CL Proposed Improvements ¢m o Culvert Existing Storm Drain =Y+, Unknown Size r X60"> y �� —2—LF o ". __=Box Culvert NOTES �eI ..T L- I P,.p ° V1.Pyd,.I p tl sl b etl hd.n.te1 trill 11 .� . DIY hytl Ig tlhytl nut y- no d.not repr f n I uev I y-_ r ��. Furth det-ktl ly - q- tl tthe time fp dd gn_ 2.Project p tl ost do t- de full _ `` street eph t or h1dy t . wy,�, L' �r3.. 3Project— bespftintomullplep,.pdsor combined with other OF projects depend,ng on cAY budget and project timing. / _`• y�_� 4 Project costsnre bnsetl on 2023tlollnis ano are not,dpu etl for furtherinflation. ? ti 1•r�--,., DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along Alameda from Ronson Or to Glenmore Street to Construction: $7,624,765 COMPREHENSIVE MASTER PLAN reduce neighborhood and street flooding. ROW Acquisition: $25,000 12-C PROPOSED IMPROVEMENTS `\ MB&1(15%): $1,143,715 Contingency(30%): $2,287,430 t Design&Inspection(15%): $1,143,715 PAPE-DAWSOAr -E Project Total: $12,224,624 ENGINEERS JP Council Districts 2,4 Commissioner Precinct4 axai sax aNTONio,nranTi na.Txs.— — LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds --NeexiNnnxm. T-11-1-Fixmxxmxs oa eECIS 12-C ac r N ro 0 440 + Legend Flow Direction + Project Limits ICM Zones FEMA CL -- _=Ditch CL Proposed Improvements Culvert 1 i Existing Storm Drain a o _ =Unknown Size _4• 34• / 36" 60" X60"> *'t __=Box Culvert e�"L D aao i (b C/ /) NOTES_ 1 Project scope no cost ere basetl on enahd.nd 1 hytlrologc entl hytlmufc yss entl tlo not rear f n 10naev N-s. Furth det,kd ly- q Intl at the r fine fp j dd sgn- t 2.Project p dwo do t-dudefull street replacement or utility relocation. ' a 3.Projecls may be split into multiple projects or Nned with other OP projects tlepend,ng �—�- n cdy budget and project timing. 4 Project costs ere besetl on 2023tlollms antl are not atljusletl for further inflation. ? ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along S.Port Ave,across Crosstown Expressway,and Construction: $20,645,774 COMPREHENSIVE MASTER PLAN along Shely St;and culvert and storm drain improvements along Logan and Louisiana to ROW Acquisition: $200,000 13-A PROPOSED IMPROVEMENTS `\ reduce Flooding west of Crossown and near Staples and Brownlee. ME"1(15%):(15%): $3,096,866 - Contingency(30%): $6,193,732 t Design&Inspection(15%): $3,096,866 PAPE-DAWSOAP �,E Project Total: $33,233,238 ENGINEERS Council District2 Commissioner Precincts 1,2 alai sax aNTONio,nranTi na.Ts.xm LOCATION MAP POTENTIALFUNDING SOURCES: SW Utility Fee,Bon ds --NIL'Nnnxmxam TExassuxvniNa Fixmximxs oa 1-eQS 13-A ac a N 0 990 Feet e > , k,,,(((.; � �• ` Legend ae - ti Flow ct Limits tV sea < < recton Project Limits '� ✓� �:✓ �\�� ICM Zones FEMA CL 11 E 11f� �>��°�1�QrPProposed Improvements E III ° °ep ¢3' epi ` �\ ✓ N"o Channel Culvert Existing Storm Drain ET/ Pao,e.er ♦� )� ✓�, , P�,y°N \,T, —Unknown Size !! - 4"-34" eys 36" zzzz Box Culvert vert o a a� E I r y NOTES: y ✓ J Fac°° 1 Project scope no cost ere basetl on Ngh-1-1 hytlrologic a no hytlraolic analysis a no tlo not r eat t - ngy-s Furth tlet-ktl ly-- q-.d at the ZPtp n ,O 1 rttl go. rtlnt sl doy t tI - tle full streetcp 3.P wd y be prt t apt p opd,or o°O nmd etl et ih oOF j.d j ng tlepentling on c-- budget tl p 1 ont g- K/, f 4 Project costs ere besetl 2023 tlo entl ere not etljusletl for further-ntleh.nron- N DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Culvert and channel improvements along Brawner Pkwy from Ramsey St to Corpus Christi Construction: $25,591,545 COMPREHENSIVE MASTER PLAN Bay;and storm drain system improvements along S Staples St from Buccaneer Dr to ROW Acquisition: $100,000 13-C PROPOSED IMPROVEMENTS `\ Brawner to relieve neighborhood flooding. MB&I(15%): $3,838,732 -00 Contingency(30%): $7,677,464 t Design&Inspection(15%): $3,838,732 PAPE—DAWSOIIr E 1 "4 Project Total: $41,046,472 r ENGINEERS 11 Commissioner Precinct Council District2 alai sax ax.oxio,nran3i-171— ° LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds nxm m.Exasmxvnixa Fixmuimxs oa BeQS 13-C ac rx roa 0 aee 11 ee.e ao ti ,.zoo Feet 2 Legend e ,{ '•, ,(i '� ,;� � � _� �:Y `� . �Flow Direction Project Limits ' m x;y ICM Zones 0�l � y 1' + ESP � -FEMA CL ��I RE : eE sae zzzz Ditch CL Proposed Improvements Culvert t ? � e"� 4111111111111111OPipe N ) o �` °�" _ Existing Storm Drain '�' =Unknown Size _4. 34' 36" 60" i� �� ..Toa oa / � " � ¢m ✓y c X60"> r o ec zzzz Box Culvert 0 v eII,c no �� / r` e - e/ '� 8- ' a ca H Io o LF Il y` IRE—CE T P ac OTES. hgh el 4 hytl n 9 R.p no hytl�I h N� tl tlo not / ) epr t n liry Ear.cE F hh tlet ktl N Q tl ithe ime fP 1 cltl 9- eNE rH i cF �oacP O t tidy r n- 3 street eph r P—I,nl hath,,III P Incl tlep-tlin9r T V ° - 411 / V n cny budget tl p t C t g aE E:H rrs ,o acP 4_Projecl costs ere besetl n 2023tl Ile entlerenmetllnstetlrrrnnhernneren- ? ti 1•r�— DESCRIPTION: Y COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along Gollihar Rd,Weber Rd,McArdle Rd,and Carmel Construction: $42,604,538I& COMPREHENSIVE MASTER PLAN Pkwy;and culvert improvements along Carmel Pkwy to relive neighborhood Flooding. ROW Acquisition: $150,000 13-D PROPOSED IMPROVEMENTS `\ MB&I(15%): $6,390,681 - Contingency(30%): $12,781,361 12383-00 t Design&Inspection(15%): $6,390,681 PAPE-DAWSOAP E 1 "4 Project Total: $68,317,260 r ENGINEERS Council District 2,3 Commissioner Precincts 2,3 alai sax ax.oxio,nranTi na.Ta.— — LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds —INR iNeexiNn Fixm. T-11—INR Fixmximxs oa eeQS 13-D ac s. „,,, ...... N �Rv 5 ' E ar� 0 560 Feet Legend Flow Direction r Project Limits ICM Zones —FEMA CL :izsec ___=Ditch CL NErii Enr.. g, /f � Proposed Improvements gI-�gP y `°t' Channel li Culvert Existing Storm Drain ,'•+fig ,�/' ��,�" ± =Unknown Size ✓ / —4"-34" A" 36" 60" 8 J 60"> Box Culvert .17 NOTES_ / YYY 1 Project scope antl cost ere besetl on h gh-1-1 hytlrolog c no hyd— ty-s no tlo not represent an-nit—1 y- ��_ Farther tletaletl a naly-- .q.,,.d et the time of pr pertd gn_ � Tu 2.Project p tl wsi do t, defall ` street eph t f IdY t 3.PWd yhe pft-f Ilpl P jack or 2 ` omti cd dh th OF p j C tlep d,ng 'lPR1�—'a'f p cdybdget dP 1df -9_ 'cYphY� g �. � 3 v 4Project osl b etl 2023tllb and ere not dpus dfor farther-nflafon_ DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements along Cannel Pkwy from S.Staples St to Corpus Christi Bay;and Construction: $3,744,262 COMPREHENSIVE MASTER PLAN storm drain improvements along Santa Fe St to reduce neighborhood Flooding.Accepts ROW Acquisition: $100,000 13-E PROPOSED IMPROVEMENTS `\ runoff from project 13-D. ME 1" (15%): $561,639 Contingency(30%): $1,123,279 t Design&Inspection(15%): $561,639 PAPE-OAWS011r �,E 1 "4 Project Total: $6,090,820 r ENGINEERS Council District 2 Commissioner Precinct 3 alai sax N-11,nvsn3ina.3a.— — LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds nxm m.mssuxvnixarixmximxs oa BeCIS 13-ERG T�F h' N r 0 510 Feet r Legend Flow Direction 1• / ,'`� [E Project Limits ICM Zones ,� --FEMA CL o ==Ditch CL )/ A r Proposed Improvements { �?g Culvert�,m 9 Existing Storm Drain Unknown Size —4-3 X60"> --_=Box Culvert J F Mr , NOTES: 0 1.Projecl p no ws1 b etl nhgh-level 20n h,P Ig tlhytl ul y no d.not epr f -l u ry Furth det - Qu,- tl tthe �Y 'P�'* a ` ime fP 1 dcld 9n _ 8 ` 2P ojecl p tl osi do t tlefull e street eph t r Tidy t _ '"F l ON 73- I `, M 3P opd Y be PN t 0 PI P lens or io 3 omti ed dh th OF p u C dep nd,ng 0 Zone f on c',budget d P of d fi -g. o� 4Projecl osl basetl n 2023d.lb,, ., and are not.djusl d for further,nflaron. DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain improvements along Ashland Or and Airline Rd from S Alameda St to Corpus Construction: $12,907,594 COMPREHENSIVE MASTER PLAN Christi Bay to relieve neighborhood Flooding. ROW Acquisition: $50,000 13-F PROPOSED IMPROVEMENTS `\ MB&1(15%): $1,936,139 -00 Contingency(30%): $3,872,278 12383 t Design&Inspection(15%): $1,936,139 1 PAPE-DAWSOAr ..E 1 "4 Project Total: $20,702,150 r ENGINEERS Council District2 Commissioner Precincts 3,4 alai sax ax.oxio,nran3i na.3s.xm — LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds —IN-1111-nxmxm Txa11-11ixa Tixmximxs oa T asCIS 13-F ec + 411�t N w ��o 0 825 Feet Legend Flow Direction I � 4 Project Limits y[ ICM Zones •. 1 j` 1 _Z = DFFMit hACLL rt Proposed Improvements =Ch an nel ACU lvert Existing Storm Drain ��( =Unknown Size �j li•nr lam/ I, ( �I —4"-34" u 36 60 �^ Zzzz Box Culvert N k t NOTES: N o _. 1.Pojecl p no r.st b etl n hgh-level 7 - heytl g tl hytl y- tl tlo not t 1 AFurth det,kd ly- q- d tthe urn.fp jdd g. se 2.Project p tl ost do t- de full ' sheet opts t or hidy t _ 3.P'Wd y be pft t 11 pl p ojecls cor Zone 14 — --- _I x f rb ed CI dh th r F p jock depentling 0 n Ay budget and protect t ming. - _ — 4 Project costs ere besetl on 2023 tlollers Zone 13 _ nntl nye not ntliu�tetl m�m�the�mnntmn. DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along S.19th St from Hospital St to Comanche St to Construction: $11,013,710 COMPREHENSIVE MASTER PLAN relieve neighborhood Flooding.Drains toward downtown system with storm water pump ROW Acquisition: $100,000 14-A2 PROPOSED IMPROVEMENTS `\ station. MB&I(15%): $1,652,057 Contingency(30%): $3,304,113 t Design&Inspection(15%): $1,652,057 PAPE—DAWSOAP �,E 1 "4 Project Total: $17,721,936 dMENGINEERS Council District 1 Commissioner Precinct alai sax ax.oxio,nran3i na.3s.xm LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds ueunixeexixnnxm m.mssuxvnixnFixmximxsoa eQS14-A2 Zone 15 "G N Zone 14 / / i I / J r '�� t` A °Ce.s 0 790 Feet o Legend T_1 �� Flow Direction Project Limits .. [E'IICMZones i / waveaoFe.�� w.aa FEMA CL zzzzDitch CL _-, re o ,' 1 / Proposed Improvements d �y Culvert y Pipe Existing Storm Drain Unknown Size V � —4-3' CIS, 36"-60" H =.- X60"> ZzzzBox Culvert 7zzz=zzzzzz=zVz <a NOTES: 1 Protect p no ws1 b etl n hgh-1-1 9 no hYtl aaf —N— no tlo not mp epr t nn1d rev N Faith dctakd—ly-- q-.d.tth. �crEv - TH � t—fP 1 dd sgn_ 'J3�9L s 2Projecl p tl do t- latle full r street e .,t t I f t r 3Pr Y be pN-t r Ifpl p jecls or n r'n etl eih CIP p j cl tlep tling cAY budget P of rt t g. 4.Projecl os1 bb etl 2023tl Ila �� I I I ' I 1 �� antl are not atljusletl for further-nflafon. _ _____ J_ ____-- Y P 9 Y DESCRIPTION: cosr(2023$): CITY OF CORPUS CHRISTI Storm drains stem improvements along Old Robstown Rd and Nueces Ba Blvd from Construction: $17,035,841 COMPREHENSIVE MASTER PLAN Liberty Dr to 1-37 to relieve Flooding for neighborhoods and businesses. ROW Acquisition: $100,000 14-B PROPOSED IMPROVEMENTS `\ MB&1(15%): $2,555,376 Contingency(30%): $5,110,752 t Design&Inspection(15%): $2,555,376 PA PE-DAWSOIIr �,E 1 "4 Project Total: $27,357,346 ENGINEERS Council District 1 Commissioner Precinct l4m.11N aNINio 17111111.171.— LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds --NeexiNanx. T-1 I-- oa eeCIS 14-Bac mx ca 4io Feet Legend Flow Directon ` I Project Limits ICM Zones FEMA CL ----Ditch Ditch CL rt — Proposed Improvements Y SCh an nel Culvert Existing Storm Drain � —Unknown Size r jLL 36" 60" 60"> - j _ =Box Culvert „ — —ll 411 o� sec —10 e tv^ 111,111 —1 . s, x__el A .. �r�m•�, NOTES: 1 'N 1.Project p no cost b etl on h gh-level hytl g no hytl aal —y— no tlo not repr f n nid lmd y-_ Faith tlef-ktl ly-- .q.,,.d et the timeof Pr J.d tlesgn h 2.Projectshoc,netl cost do t- latlefull -"' •-.""� ' street epla t or t,n tion. 1-7 \. / :• 3.Project ybe Plt-t MPI projeclsor comti etl ilh Cher CIP p j C tlepentling _.. w ' n P butlget antl prJecl 20ng. � y o ' .. 4.Projecl costs are basetl on 2023tlollars antl are not.dj.sl d for further inflation. ? ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along S.Brownlee Blvd and Marguerite St from 16th St Construction: $7,550,749 COMPREHENSIVE MASTER PLAN to King St to relieve neighborhood flooding.Drains toward downtown system with storm ROW Acquisition: $100,000 14-C PROPOSED IMPROVEMENTS `\ water pump station. MB&I(15%): $1,132,612 -00 Contingency(30%): $2,265,225 t Design&Inspection(15%): $1,132,612 PAPE—DAWSOIIr 2023 �,E 1 "4 Project Total: $12,181,198 ENGINEERS Council District 1 Commissioner Precinct l axa i sax ax.oxio,n rani i 1.171.— LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds uexaixeexixnnxm m.mssuxvnixa Fixmxxmxs oa . BeQS14-C ac J 0 870 Legend Flow Directon Project Limits as reEv [E'IICMZones —FEMA CL ---=Ditch CL Proposed Improvements C hnnel use Existing Storm Drain 1 f �- _ Unknown Size - 36 60 o > � X60"> Box Culvert s o a r 3 �-fit ,. aR�Nce�c NOTES: Eu [ 1.Project scope no cost are baseh on high-level I hyd,.I.gic antl hytlraulic anaysis antl tlo not ` 0 representaninlet-levelanaysis Fuhhe,tletaikd analysis is req.u.d at the timeofprojectde gn. 2.Project scope antl cost do not include full street replacement or utility relocation. 3.Projects may be split into multiple projects or rombined with other OF projects depending n c'y budget antl project timing. 4 Project costs ere baseh on 2023 dolbis antl are not.dj.st d for further inflation_ DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain improvements along McKinzie,Mayfield Dr and Starlite Ln,and Tumbleweed Construction: $13,439,923 COMPREHENSIVE MASTER PLAN Dr and Rockwood St;and channel improvements from Rockwood St to Leopard to reduce ROW Acquisition: $200,000 15-D1 PROPOSED IMPROVEMENTS `\ flooding for neighborhoods and businesses. MB&I(15%): $2,015,988 Contingency(30%): $4,031, �,977 -00 t Design&Inspection(15%): $2,015,988 PAPE—DAWSON E 1 "4 111 __11:1_121023 Project Total: $21,703,877 r ENGINEERS Council District 1 Commissioner Precinct 1 ala i saxamoxio,nvan3 i na.3s.xw LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds m.Exessuxvnixa Fixmximxs oa aCIS 15-DIac APPENDIX D Project Quad Sheets with Inundation Mapping w / a-,, � N -�.r _:t"_"'._ � */ } �.�, '� } Nom(, b '� 4 ! Og �'� <;y➢ ��6- ,• 7 F� aC YM _ 0 3.250 reory Feet 2L..'�2 1p oh� Legend < „ m� � � I �«Rµ ♦ - Flow Direction Project Limits ICM J/ q • ti✓oF Z yZones /. 2�n t C 10 A♦ y\[jam \/ 7/?/ FEMA CL _=Ditch CL 10yr 12"Depth Proposed /w '7 ye 7�' ♦~'�'<+ +`J �'a 10yr 12"Depth Existing t `/��'f"` j `moi �J•'�r ( - ProposedImprovements Channelhamnel •y ?•'� .7^`�/ Existing Storm Drain Unknpwn SIZE 4" 34" ' ca zv. __.... 0" .T ~, ♦ ` ¢` �� iT!!<, 8¢ � X6 > - Box Culvert S 6 Fn 'l( 1 • �'! r �/ FMzaaa 8� 2� . o y' j r ne NOTES: 1.Pyd,.I g—n antl,.u1u,ebasetlonhgh-level ��qM �� /, I -µ�` ✓�'oz hyp,—ncentl hytl raufcanayss entl tlo not uOhr,entan-nleflevelanayss a Futlh det ktl ly Q tl tthe Pac S :� time fp 1 ntl go. /' Zsbeet�opla nt o uhidy clo tl hunud.full i t 1 ------------------------ r t o _ _____�___ �\ � FF.. 3Projecls maY be sPlt hPI Pojecls r mnetl with other CIP p jests tlepentling n on cAy budget antl prof cl timing. 4 Project costs ere bo—on 2023 tlollers entl are not.djust d for further inflation_ ? ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements to widen and deepen main channel along centerline of Oso Creek Construction: $32,163,920 COMPREHENSIVE MASTER PLAN from La Volta Creek confluence to Oso Bay to improve conveyance and provide additional ROW Acquisition: $1,500,000 Oso 1 PROPOSED IMPROVEMENTS `\ capacity within the high banks of Oso Creek. MB&1(15%): $4,824,588 Contingency(30%): $9,649,176 t Design&Inspection(15%): $4,824,588 PAPE-DAWSOAP E Project Total: $52,962,272 ENGINEERS jP Council District 3,4,5 Commissioner Precinct aial sax ax.oxio,nran31 na.3s.xm LOCATION MAP -� POTENTIAL FUNDING SOURCES: Impact Fees,Bonds nxm m.mssuxvnixa rixmximxs oo eCIS Oso 1 eee eNr 20� N 7 !`2Onp e3 •� PrP l+�RF,Fk��4 / ` y 1 � 0 2,800 22 k\ Feet Legend O::C k u.. ,___�-_-_-_-_-• r•. Ci •a ,/ Flow Direction Project Limits ICM Zones FEMA CL --– � \ � � � .� _ Ditch CL ,iaaas rau h r —2077 0,Lr T e _ �.F �10yr 12"Depth Propose eaoeoseo cHaNNe� 1 '� 10yr 12"Depth Existing d u'P ac,E.EN.s rse N. IF rr.. )M juae eo.e,eN,.. Proposed Improvements <r .g CCCttt eP�f Channel Aq _ of c ►–'–~► �_-_ _ __ ��x. F.aaa �t moor Alternate Channel --_�_�-`---T-"-----_� –' . Existing Storm D rain I"IF P—IIED =Unknown Size, c E Erar _ CHI iEc X60"> 0 ryE �cr rc vo ED 11 ac"'�E � __=Box Culvert si' Sil r yr I ✓ wox 1 rte NOTES_ a'-s 1.Project scope no cost are baseh on high-level hytlrolog c antl hyd aafc analysis antl I.not represent an inlet-levelanaN— Farther uct.1cd analysis is r.quiretl at the time of project tlesign. 2.Project scope and cost do not include fa11 / street eph Irt or slily nI. ... ... ,...... ! ..... 3.Project Ybe sPlt-t MPI Projects or car4A comti ed ilh other CIP projects depentling ® _.. ..._.. .... _. on cAY burl9et and prolct y -g. '.] 4 Project costs are baseh 2023tlollars antl ere not atljastetl f f th inflation- ? YMAP DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTIChannel improvements along London Ditch from Crosstown Expwy to Oso Creek;and Construction: $4,707,2360 COMPREHENSIVE MASTER PLAN channel improvements along ditches/tributaries in London Area to provide conveyance ROWAcquisition: $3,450,000Oso 2 PROPOSED IMPROVEMENTS through London area including potential Nueces County and TxDOT improvements. MB&1(15%): $706,085Contingency(30%): $1,412,171Design&Inspection(15%): $706,085 PAPE-DAWSOAP Project Total: $10,981,578 rENGINEERS jPCouncil District 4,5 Commissioner Precinct 4 4mi 1—NmNio,nvs11111.171— —LOCAPOTENTIAL FUNDING SOURCES: Impact Fees,Bonds Esu INcNI11INn Nxm m T-11axvniNe rixmximxs oo E. eCS Oso 2 N 0 0 0 N 0 N N a ZNONO.!�" 0, Hoop x, ax ®00 'psi npx o. Oil Feet ;Zone 0 0 9 Legend N_ Zone Flow Direction v. T Project Limits [E'IICMZones 131 1p —FEMA CIE =Ditch CIE 10yr 12"Depth Proposed 10yr 12"Depth Existing Proposed Improvements Z Channel Existing Storm Drain Unknown Sime —43 zzzz Box Culvert 1�3r 41' LFI1E.... lEl— LET1EE'1,E ET lNOTESpd ao.r., 1 P,. p..nd— l1 ugh 1 21 hyd,.l.g,r.nd hydhu,un.ly und d.not ♦ mp—not n,nit lm,l p,.j.d d.gn 2 h" ._p. nd r.�do nutuu,lud.full �urh�,d1ct.,lcd.nmy,.qu,,.d t th. 1::------ C3 sftcct op hnt or utidy.1..t.n -aim1 RWd— tx, phtu,t.,,uhpl.p,.pd,., 4i ZoxNe Y 0, Nnetl dh th.,OF Pd,ft.ndung on rdy budget end p,.j.d finung nl m',Vt=f�ftnth'�',"N"h" DESCRIPTION: COST(2023 S: CITY OF CORPUS CHRISTI Channel improvements to widen and deepen main channel along centerline of Oso Creek Construction COMPREHENSIVE MASTER PLAN from Hwy 44 downstream to La Volla Creek confluence to improve conveyance and provide ROW Acquisition: $18,6$2,7540,:0,000, Oso 3 PROPOSED IMPROVEMENTS additional capacity within the high banks of Oso Creek. MB&I(15%): $2,796,766 Contingency(30%): $5,593,532 Design&Inspection(15%): $2 796 766PAPE-DAWSON Au. Project Total: $32,582,173 ffJ ENGINEERS JP is ct Commissioner Precincts 2,3,4 '7 LOCATION MAP JP=TD,1Ltr1iUN3D,NG SOURCES: Impact Fees Bonds —1.n�ILII CIS Oso 3 N N 44 o 2,500 Feet VT Legend Flow Direction Detention o lo Project Limits nxx 21 [El ICM Zones FEMA CIE Ditch CIE 10yr 12"Depth Proposed 10yr 12"Depth Existing Zone 9 Dq,h Proposed Improvements Zone 8 Existing Storm Drain Unknown Sime F36"-60" —60" rc zzzz Box Culvert v NOTES 1 Project—P. no sl bu— n III hno hI—ly— no I.n.t I mpr—nt n,nit 1-1—N— hII,,dct.,lkd analysis--.qI at th. turn.fp, ,d — dg 2 P,.pd ,j—p. nd cost&nt,ndud.full 1112 street oph—nit.,III.1..t.n Jo063 Rujcd�III hc�pht,nt.III p,.pd, NnIrd-nh th.,III Imp.,ft.ndung n Iry budget end p,.j.d firung ti 00 4 P,.pd——bu— n 2023 d.lb,, nd,,,nt,djusl,df,,fu,th,,,nfl,t,,n DESCRIPTION: COST(2023 CITY OF CORPUS CHRISTI Improvements to Clarkwood Ditch/Oso Trib 14 from Hwy 44 to Oso Creek;and potential Construction: $23,304 COMPREHENSIVE MASTER PLAN 1:" detention pond north of Hwy 44 to reduce flooding along Clarkwood Rd,near Hwy 44,and ROW Acquisition: $2,650,000..' 0 Oso 4 PROPOSED IMPROVEMENTS in nearby properties. MB&I(15%): $3,495,733 Conbngency(30%): $6,991,466 Design&Inspection(15%): $3495733J 2�PAPE-DAWSOAP Project Total: $39,937,821 f ENGINEERS jP Council District 1,3 Commissioner Precincts 2,3 LL LOCATION MAP POTENTIAL FUNDING SOURCES: Impact Fees,Bonds T— III m T-11-1.Fixmxxmxs oo CIS Oso 4 w. N P SED CH-'1111EL o R opo PRO,�IE"'S rc as o o 3,100 Feet Legend Flow Direction Project Limits [E'IICM Zones rc FEMA CIE IR. f. ----Ditch CIE en 10yr12"Depth Proposed 10yr 12'Depth Existing Proposed Improvements Channel Existing Storm Drain Unknown Sime 4"-34" FM2.1 —6o" zzzz Box Culvert CRIA LF"o 10SED NOTES 1 Project—Pe entl cost ere .,. n lugh-1-1 hyd,.I.g,� no hyd—hu, n.ly— no d.nct mpu—nt n,nit—1—N- -2. FuOh�,�t.,kd.nl.'Iy,�,�,.qu,,.d.tth. tunn.f, �,�..pd 1./ 2 P,Opd p. nd wst&ntuu,lud.full ii sftcct oplu—nt.,ubldy.1..t.n 3 P,WdY bc phtu,to munpl.ruopd,or —buu,cl dh th.,OF rd,ft.ndung on cdy budget end p,oj.d fm ng. 4 Project b.,. n 2023 d.lb,, unI are not aduust d f.,further inflation. COST(2023 CITY OF CORPUS CHRISTI Channel improvements along centerline of West Oso Creek to improve conveyance to Oso Construction $6,193:412 COMPREHENSIVE MASTER PLAN re Cek. ROW Acquisition: $2,000 .. MB&1(15%): $929,022 929 @ I Oso 5 PROPOSED IMPROVEMENTS Contingency(30%): $1,858,045 pA rj 12— Design&Inspection(15%): $929,022 PE-DAWSON AUIL2023 Project Total: $1 909,572 ENGINEERS jP Outside City Limits Commissioner Precincts 1,2,3 alai sax ax.oxio,nransi nass.xm LLLOCATION MAP POTENTIAL FUNDING SOURCES: Impact Fees Bonds Tn Fxaixenixn nxM m.nassuxvnixa FixMximxs oo CIS Oso 5 ;r N / na *a' • 9� .1^'x do d 0 725 112 1 1 �Z Feet o�v r Legend c / I Flow Direction 1 )r fI Project Limits [EJ ICM Zones { 1 F�i _ —FEMA CL - acP _ =Ditch CL 10yr 12"Depth Proposed 10yr 12"Depth Existing N Y I Proposed Improvements Chan nel ggtl �h —Culven iEr c Pipe M ' r Existing Storm Drain / =Unknown Size 4'-34' a� 36 60 1 R 60"> __=Box Culvert 4�, Jt X11 `. 3 i irs a ,m N 1, NOTES- ,�[ ( ", t hytl 1 g p e o hytl ul h lyo tlo notel • � repr t—nit y- tun. ,.j ktl n q tl tthe TIETI trap fp 1 ntl gon_ Z 2Pftcctl p tl stdo t- tle full r, qo street cphocun.ntor ,l�ly 3.Pryecls maybe spit into mull pie projects or n Id netl wilt other CIP in,—ng tlepentling on cly budget,endI b pr j C timing_ 4 Project tolls ere Idf.,on 2023 tlohms antl are not atljusletl for further inflation. M DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements between Glen Oak and Waldron Road,and proposed storm drain Construction: $6,433,426 COMPREHENSIVE MASTER PLAN system improvements upstream ofGlen Oak to relieve neighborhood flooding. ROWAcquisition: $50,00001-B PROPOSED IMPROVEMENTS MB&I(15%): $965,014 Contingency(30%): $1,930,028Design&Inspection(15%): $965,014 �PAPE-DAWS011roProject Total: $1Q343,481 ENGINEERS Council District 4 Commissioner Precinct alai sax ax.oxio,nran3i na.3s.xm — LOCATION MAP -C POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds n eunixenixnnxm m.mssuxvnixn Fixmximxs oa eeQS 01-B ec N �D"D 3 L \ o t,000 M o c o � �acP k r as x�"e Feet e- MILQCE,Ta 1.L �sao Legend cton v Flow Du units e o � v r r.a,. y a� Project Limits [EJ ICM Zones —FEMA CL ; 4 YYY��////// = \ ow P Ditch CL �5 1 "o" 10yr 12 Depth Proposed J `� ;� A/ a 10yr 12 Depth Existing s� g °� Proposed Improvements Channel q �oa Culvert Pipe Existing Storm Drain Unknown Size J 7 36" 60" ZZZZ Box Culvert If odd`'... rcF,� zo a c� avv r �p NOTES- �'' 1Prolecl—P. no cost bsetl on hgh-1-1 hytlrolog c entl hytliaaf y d tlo not tlet ktl t IY ya- tl tthe rme fp 1 dd go. TT ! 2Pftcctl p tl shill t tle full sheet replacement or rlilY location. 3Prwnbin dh eth., PPn Icl ft.nd,ngr on rdy budget end p of d timing. F 'K 4.Project os1 b etl 2023tl Ila (' entl arenot atljusletlf rfuriher-nflaron. ? ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain/culvert improvements along Edgebrook Or,Wake Forest Or,Pepper Mill Or, Construction: $18,687,461 COMPREHENSIVE MASTER PLAN Woodgate Dr,Heavens Gate Dr,Timbergate Dr,and Hunt Dr;and channel improvements ROW Acquisition: $100,000 03-A PROPOSED IMPROVEMENTS `\ along Lipes Blvd and across Yorktown Blvd to relieve neighborhood flooding. ME"1(15%): 8 (15%): $2,03,119 - Contingency(30%): $5,606,238 -00 t Design&Inspection(15%): $2,803,119 PAPE-DAWSOAP E "4 Project Total: $29,999,937 r ENGINEERS jP 12383 Council District 5 Commissioner Precinct 4misaxaxmxio,nransi-171 m ° BeRG LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds n euaixenixnnxm msmssuxvnixa Fixmximxs oa CIS 03-A zz �aRF, N h ysh ` e Feet Legend x a l eo eaa � a Ge � � � �� Flow Directionton = ^vim ". �_ �s sec i i l" � �Project Limits j ICM Zones W —FEMA CL .. /•y �" ,mom _ =Ditch 2" ",� `0� �10yr 1 Depth Proposed ,aF "^+ 10yr 12"Depth Existing Proposed Improvements LF J Channel H, ` Culvert *' f _ / 1� Existing Storm Drain Unknown Size X60"> Zzzz Box Culvert 114 ;n� 1 NOTES- 2 �..` coee�Ee-rouE 1.Project scope antl cost are baseh on h gh-level /. hytl Ig tlhytl aur y-s antl tlo not " repr t it y s_ Ne % - Furth det ktl IY 9 tl tthe -Y� rme fp j dtl -g_ y 2P,.pd lap tlt st doY tI - ttl full ;f r,' 3 Project Y be prt-1 ft pl P jests or —Nncd with other OF projects tlepend,ng n cdy butlget antl project timing. 4entle eno etljusletl fo fortherntllaton_ ? m ti 1•r�--,., �—'X DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements along Flynn Parkway;storm drain improvements along Cobblestone Construction: $8,312,021COMPREHENSIVE MASTER PLAN Ln, Oxford Dr, and Philippine Dr; and culvert improvements at Holly Rd to reduce ROW Acquisition: $50,000 04-A PROPOSED IMPROVEMENTS `\ neighborhood Flooding.Drains to project 4-B. ME&1(15%):(15%): $1,246,803 - Contingency(30%): $2,493,606 12383-00 t Design&Inspection(15%): $1,246,803 PAPE-DAWSOAP2023 1 "4 Project Total: $13,349,233 r ENGINEERS Council District 3 Commissioner Precinct mai saxaxm11.1sn3 i na.3s.xm — LOCATION MAP, POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds nxm m.mssuxvnixa Fixmximxs oa BeCIS 04Aac P � e 0 825 Feet Legend a 1P Flow Direction Project Limits [E'IICMZones FEMA CL Ditch CL /// Proposed r 12 10 "De Y P � w 10yr 12"Depth Existing N ee� i Proposed Improvements ` HannE Eo : I N � \ ! ! Channel rs y — { � / Culvert LF171 Existing Storm Drain 7 < e ��../ e � =Unknown Size X6"> o a \\ A N " 1 � _ =Bo0x Culvert I'll IF 11 IT1 R I o 11RO,EIIEIIIIII 3' E "0 IET 31 �. REI—E El I-11 _ I ' - ..• e °hoc NOTES- _ 1 Project P o sl I— III heytl I g o hytl f y- no I.not In ridu y \ F dh der ktl ly q tl Itthe ! rme fP 1 dd gn. J\\ lOn °3'CgF �- r r` 2.P ojecl P III I..do t- Itlefull k Zo / '` eet eP n t rinv r Q� 9 M 63 \ yM h04 �c • r/ ' I 3P Wd yN, PftInt. hpi.Poled,or *�^ / p�aJ PRR Aq3✓�Oit" ��,,,,}}}} wnb ed �Ih oth.,OF p Jecls ft-dung qN &1 � / n,dy budget end pr.pd g Ro�srY 1�/noNY \ n�vw is�ooN - ,. 4 Project costsere based 2023tlolb,, oNy, eno erenot ntljustetl f f th -nfletion_ ? ti 1•r�--,<, DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements from Saratoga through Acushnet Park and along Grand Juction Dr Construction: $10,839,372 COMPREHENSIVE MASTER PLAN to Oso Creek;and storm drain improvements along Middlecoff Rd and nearby streets to ROW Acquisition: $100,000 04-D PROPOSED IMPROVEMENTS `\ reduce neighborhood flooding.Accepts runoff from projects 4-A,and 4-B. ME"1(15%):(15%): $1,625,906 Contingency(30%): $3,251,812 t Design&Inspection(15%): $1,625,906 PAPE-DAWSON � , "4 Project Total: $17,442,995 ENGINEERS JP Council District 5 Commissioner Precinct mai saxa Nio,nran3i na.11.1r ° LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds n seuciNeexiNn nxmx m.ExassuxvniNn Fixmximx oa eECIS O4-D ac K 0��73 N 0 850 Feet HI � lQ Legend �. III LFrt Flow Direction 0 Project Limits * [E'IICMZones w� qr aEn % :`.ec' - -FEMA CL o (ray Ditch CL ��FR�o ReF orFR a� / `1'Aa l Rs, SRF RFs , ` t t 10yr 12"Depth Proposed 10yr 12"Depth Existing Proposed Improvements ° T Channel �1 m ` O``�, �• HI � Culvert ac � �� R:o�� 4 Existing Storm Drain Unknown Size 4" 34" 0o i a a f a_'E rH�,cE ` 36" 60" 41 i X60"> ��FttgV.q' 42 d = Box Culvert x eke S I9t �> OE1 D.2o,)e4 N,LF o,E a' 1EIIIIE EX"T" .� 12' c /�'�� r x• i • �. NOTES- rI 1 1.Project no s1 b etl n hgh-level `� `��'�•\,t` �,��»-`f hYP 1gt nit oH t— ul NN- no d.not Furth tlet ktl q tl ithe � icH ,/'� F � � � ifP 1 rttl 9n_ / 2Pmjecl P tl si do t defll �. street eph t r h1dy t _ C //J 3PrW ybe pft Ilpl pcpd,or op~ b ncIJ dh other OF protects tlepend,ng 1 n cdy budget end proj d t -g. 4 Project costs ere besetl 2023 tlolle,s rod r „ S m r antl are not odp,tetl f f th inflation. DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along Carroll Ln and Waterloo Or systems;channel and Construction: $23,505,278 COMPREHENSIVE MASTER PLAN storm drain improvements along Carroll Ln to Saratoga Blvd;and culvert improvements at ROW Acquisition: $100,000 05-A PROPOSED IMPROVEMENTS `\ Holly Rd and Kostoryz Rd to reduce neighborhood Flooding.Accepts runoff from project 5- MB&I(15%): $3,525,792 B. Contingency(30%): $7,051,583 t Design&Inspection(15%): $3,525,792 PAPE-DAWSON , 1 "4 Project Total: $37,708,444 rMENGINEERS 73 Council-istrict 3 Commissioner Precinct 2 mai I—N-11.vs11111.171— LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,BondsT-1—INIIIINn 11 m T-11—NeFixmximx oa BeCIS 05-A RI olle ��`,. R1111 1 1, DR1111 sec 0 1,000 A � '✓ �' V �. �ir t Z�^ Feet �o0e 2l 3 Legend S .� ¢/ u=Flow D } =Project Limits ,—RI [EJ ICM CIE --FEMA CL YYY"' / o� Ditch CIE 10yr 12 Depth Proposed tiOC, CO , j _ "f 10yr 12"Depth Existing O Proposed Improvements fff =Channel x s., �cwve-11E EX D.III TIDrt a eHc ° >\ Existing Storm Drain R El NgYr- —Unknown Size rREITI I' LFs IE a� ` / 77- FF ( F H SaNB ^l / M " RFT .... " 4 � -Box Culvert clil uF R EE NOTES- {.,/ 1 1.Projecl p o os1 b ed n hgh-level tl hytl aur y- no tlo not , ,4 t—nit a- —N— `,1h,, - /� •�f P ) 0� y Fuhh tlet dd - 9- tl tthe me ifp)rttl gn 7 a oEar �0 2.Pojecl P d st do t, d full o T11sheet epla tt1dy.1..t 3 Pryecl y be pft-t 11 pl jeclor cwnti 1=dhother OFin jack tleppendlg on cly budget end pr j d y mg_ 4P.pd costs ere bo- 2023 do1h,, '.''. end are not adrysled for further inflation. Or 01 ? tie•«— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel and storm drain improvements along Civitan Dr and Richter St; culvert Construction: $15,813,927 COMPREHENSIVE MASTER PLAN improvements at Holly Rd;and channel and storm drain sytem improvements from Holly Rd ROW Acquisition: $100,000 05-B PROPOSED IMPROVEMENTS `\ to Kostoryz Rd to reduce neighborhood Flooding.Drains to project 5-A. ME"1(15%):(15%): $2,372,089 Contingency(30%): $4,744,178 t Design&Inspection(15%): $2,372,089 PAPE—DAWSOAP E 1 "4 Project Total: $25,402,283 E ENGINEERS Council District3 Commissioner Precinct mai sax N-11,nvs'n111.1a.xw LOCATION MAP POTENTIALFUNDINO SOURCES: SW Utility Fee,Bon ds ueueixeexixnnxm m.mssuxvnixe Fixmximxs oa BeQS 05-Bac i p N Zone 14 y 0 950 I Zone 13 Feet a Legend aE.c�E e Baan eeP�<eev e � e . ,, ff Flow Direction TI Project Limits [E'IICMZones FEMA CL —Ira = Ditch CL E r r o 10yr 12"Depth Proposed --1 w open one I 12"Depth Existing `•� �e w Proposed Improvements . I 1EIIC EE III III _ Channel { E Culvert a / Existing Storm Drain a'v • =Unknown Size �y j —4p 34" ` r z pfi a ce 36" 60" } �6w> a } Zzzz .vac e.e a�...sc Q^ Box Culvert lk ae boy � crEE =.No ice s One 7� ra - ,�! NOTES: b ^— v 1 Project scope no cost ere basetl on NI no h h Zone6 l �: ytlrologc e ytlreuf y no d.not � rese repnt an-nlet taut y- Further ccta ktl analysis-s requ-retl at the vao e. .11 fp 1 rttl gon- w 2.Prjecl p tl stdo t- defull street eph t x tidy t - x *_ 0 3.PrWd y be spit t 0ple projects or 19L- b cd dh iher OF p j cts tlepentling on c'y budget end p,.j.d t -g. 4 P,.pd costs are basetl 2023d.Ih,s `p �. end are not atljusletlf f ih inflation. ? ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along Old Brownsville Rd,Lawton St,Washington St, Construction: $24,503,353 COMPREHENSIVE MASTER PLAN and Post Ave;and channel improvements along Airport Rd and Post Rd to reduce Flooding ROW Acquisition: $100,000 06-A PROPOSED IMPROVEMENTS `\ to neighborhoods and businesses. MB&I(15%): $3,675,503 - Contingency(30%): $7,351,006 r 12383-00 t Design&Inspection(15%): $3,675,503 A PAPE-DA WS011r �,E Project Total: $39,305,365 ENGINEERS JP Council Districts 1,2,3 Commissioner Precincts 1,2,3 mai sax aN1Nio,nvansi nasa.xw — LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds nes—NMN xm msmssuxvniNanxmximxs oa eeCIS 06-A ac N , (.�� , . � A R '�! � moo'� .�'- rr �y♦♦.�'^M °��,-. y 0 1,100 r Feet •� � � 1. Legend Flow D rec ton LF III Pao e er ♦ 00 ZZ AF Project Limits a 0 `aa ♦ .;�, `�! / � , 7� � ICM Zones P, FEMA CL 10yr 12 Depth Proposed o , E.er r • 10yr 12"Depth Existing m i oLF i. �.. _ ..ac r ,• Proposed Improvements nE ♦ 10 g h ,o• } ��i y � '.0 4 Channel Culvert � �.�.� � `r. � ♦�� r Exts4n Storm Drain!_> U�n-n Size - + �aF a oa. No Z I'♦ ./ �� Yr � O !♦� / _ \ —4" 34" `F ec N� •Th A /Y 1 -x 36" 60" h / rti _ X60"> 1 oHo x) �� ti T zzzz Box Culvert L �I o ` —11 EE o ♦ as L �. 9 � NOTES- •� 1 Project scope no cost b setl on h ghi heytl g o hytl f y o tlo not pr t1 u 1 y 4 Farih tlet letl IyQetl t the e ♦�� ae J y o�sy ` ♦` r hme fp 1 rttl gnn- j 1 \ ( T E TI 11-1zPrcop tl stm r 1 rte full t Q. � ////// e t t 1tlr 1 t , / � �•'~ -11E E a ! / ////// a 3.P W olecl n .,O Il pl p jests or ` 1L/ r wnti dh etl ilih CIPp j ct tlep tling c'Y b tlget tl p t C f -g. 1 r • ��po 4 Project costs ere besetl 20z3d Ila s antl are not atljusletlf f riher-nflation. ? ti 1•r� DESCRIPTION: — COST(2023$): / CITY OF CORPUS CHRISTI Storm drain system improvements along Cimarron Blvd and nearby streets; culvert Construction: $20,213,084 COMPREHENSIVE MASTER PLAN improvements at Cimarron Rd and Airline Rd;and channel system improvements parallel to ROW Acquisition: $- 10-A PROPOSED IMPROVEMENTS `\ Woolridge Rd and Fitzhugh Rd and draining to Oso Bay Trib 2 to reduce neighborhood MB&I(15%): $3,031,963 - flooding. Contingency(30%): $6,063,925 t Design&Inspection(15%): $3,031,963 PAPE-DAWSOAP E Project Total: $32,340,934 r ENGINEERS 41� Council Districts 3,4,5 Commissioner Precincts 2,4 4m.IAN aNTONio-111 ina.Ts.xm LOCATION MAP -� POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds --N111 Nnaxm. Txxe11-1iNa Fixmxxmxs oa esQS 10-A ec N ;0 IT......I" 011 1,000 sis Feet Legend ", Flow Direction Project Limits _4 17U-P,'L ^Re [E'IICM Zones fqf U FEMA CIE Ditch CIE EflEr— 10yr 12"Depth Proposed 11. 1ROP-1 CH'rlrlEL C3HETII— or -- 10yr 12"Depth Existing Proposed Improvements 0'), =Channel Culvert H sow 03 Existing Storm Drain Unknown Sime R 110 E E�—R11 4-34" 1-r-11REPICE 36-60' �1 1ROP-1 60- zzzz Box Culvert 0 110 E 0 1 IR Irl- E L - RE110,E El'TOR11 IR1111 RtPLI 1E "I 0 A 0 NOTES 1 Project—p.end w� be,. n Ngh-1-1 end hyd—k—iy—end do not n.--. 11?7/IV rp—nt it 1-1 n,N,,, rh�,uIct.,led 1yq-.d.tth. S/OLONf p,.j.d d—gn A 2P, d...—ndr,tdo-t—W,Wll ¢p street cph—nt or h1dy.1..t.n r jjj nt.nn.hpi.p, d, -P P,.J _E� r-1,ncd,1h,thP d,ft.nd,ng F IH, Or 31 on rdy budget nd p,.j.d fi—ng ♦ 4P,.d -,—b.,..n2023d.1h,, v X3 7, pe'd—not edpus d f.,ftnh—nfl.h.n DESCRIPTION: COST(2023 CITY OF CORPUS CHRISTI Storm drain system improvements along Lipes Blvd,and Boardwalk Ave;storm drain and Construction $17,255,608 COMPREHENSIVE MASTER PLAN culvert immvements along Cimarron Blvd;and channel improvements from Boardwalk Ave ROW Acquisition: $100,000 10-132 PROPOSED IMPROVEMENTS to downstream of Cimarron Blvd to reduce neighborhood flooding. MB&1(15%): $2,588,341 - Contingency(30%): $5,176,682 Design&Inspection(15%): $2,588,341 PAPE-DAWSON _____Ip2O23 Project Total: $27,708,972 rim ENGINEERS JP T——IN1111 Council District 5 Commissioner Precincts 2,4 N-14.1 1—N-11.7.11111.171— BES L CATION POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds CIS 110-132 \V ♦a f N _ `♦ 0 500 :� Feet ♦ � M� r Legend Flow Direction E,cE m =ee 5� ,o j Project Limits J [EJ ICM Zones f —FEMA CL Ty ,ie ienrs J - -Dit�h CL / 10yr 12"Depth Proposed �- El r 10yr 12"Depth Existing l sec Proposed Improvements =Channel r ~ � `/ 1 Culvert ( -313.1 Existing Storm Drain Unknown Size 8' —4" 34" 36" ul Pac. EllEr —6W�6 r = Box Culvert N NOTES: ffWPo T �E 1 Project scope no cost b setl on h gh-1-1 tp y hytlrologc a no hytlmaf yss no tlo not represent an-nit 1 N,,, 1 Furth tlet-ktl n.1y--.q.u.d tthe hme fp rttl gn- �1 'tl' 2Projecl p o tl sl do not,nd.d.cull ♦ �"� street epk Por tidy t 3.Projects may be spit to mall pie projects or ombinetl wilt other CIP projects tlepentling cn cAy butlget antl prof C t -g. 4 Project costs ere besetl 2023 tlolkrs not atljusletl f f th inflation. DESCRIPTION: CosT(zoz3$): CITY OF CORPUS CHRISTI Channel improvements from Vaughan Or to N Oso Parkway and nearby storm drain Construction: $6,136,528 Ada COMPREHENSIVE MASTER PLAN improvements to reduce neighborhood Flooding. ROW Acquisition: $50,000 CO PROPOSED IMPROVEMENTS `\ MB&I(15%): $920,479 Contingency(30%): $1,840,958 t Design&Inspection(15%): $920,479 W PAPE-DAWSOAP �.ESE'2023 Project Total: $9,868,445 ENGINEERS 4L� Council District4 Commissioner Precinct mai sax—Nio,n 7.11111.171 LOCATION MAP -C P=TIALFUND,NG SOURCES: SW Utility Fee,Bonds uexaiNeeaNc a.m oa.mssu.vniNari.mximxs oa BES eQS10-C ac v . N 0 1.000 Legend h Flow Direction Project Limits ICM Zones FEMA CL ■� -Ditch CL r ,f 10yr 12"Depth Proposed M 10yr 12"Depth Existing Proposed Improvements r ,II w 1 =Channel Culvert l y • �� ILS Existing Storm Drain Unknown Size 4"-34" 1 q Looe LF { �oo� 4... 36^ 60^ KT eec = eec �� = � B ox Culvert < O,eEro Z O I 2 O, 3, I �, z= ` NOTES- SF 1 Project scope no cost b etl hl h a rtt e z mp g Itlhytl rout y- tld.nd tlo not s a - T t P s+g Qei rer t n nim.1y y- _ l i rerc bru. tlef kd.gn Q- tlef the time fp t Ctles gn P Esc 2Projed scope antl cost do t de full j street eph t ,tlhy f n. 3 Project y be pn-t h pl p ojects or r—Nncd hh th OP p j C tlep d,ng ` n cAy b diet d P of d f -g. �� "\ 4.Projecl costs are basetl2023tl Ila g° antl are not adj.s,,df frther inflation. ? ti 1•r�— DESCRIPTION: Y COS T(2023$): CITY OF CORPUS CHRISTI Storm drain improvements along Brooke Rd and Airline Rd;channel improvements along Construction: $13,832,639 COMPREHENSIVE MASTER PLAN Brooke Rd;and channel and improvements from near Cimarron Blvd to Oso Bay including ROW Acquisition: $100,000 10-D PROPOSED IMPROVEMENTS `\ culvert improvements at Rodd Field Rd to reduce neighborhood Flooding. ME"1(15%):(15%): $2,074,896 Contingency(30%): $4,149,792 111 1-00 t Design&Inspection(15%): $2,074,896PAPE-OAWSOAP �,E "4t Project Total: $22,232,222 r ENGINEERS Council District 4 Commissioner Precinct 44m.11N aNTONio,n vsnT 11.171 xm LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds --N111 Nnnx. T-1 v' Fixmximxs oa eeQS 10-D ac re h it P • .y , — N ;j oAIN IF yz, 9 i R Feet cii1 0 W a IDD 1✓ �• ppA Va Legend Flow Direction Project o- � 1 • .. - ac v SOC T-11 IC nes Z�Limits 1 —FEMA L `yrs _ //' �. • �10yr 12 Depth Proposed 10yr 12"Depth Existing Prop os ed Improvements '•• c<.00-ie A t Channel P c E "1 Culvert Fak Yi Existing Storm Drain IDi 1111 ITF F LF Unknown Size / —4" 34" I I_f 36" 60" �6w`aT... a.TEL C` / ooEo P J i e 12,1 H, PF zzzz Box Culvert ro DID 1 2111 LF IDIIIFED � NE iENTs-. E NOTES je scope no cost ere besetl on NI Mr hytlrologc a no hytlraalcan.ly-ano tlo notel ns represent an-nlet Iev y- {.` 1 E,q ;% e3 Further detaled—I ed q et the r' r 1t time of pra)ecl desgn �..h -r. - 2.P.oien scope and cost ao r de full �( f ,eH =o�E f snreet epla t tiny I f i A eF 3.P u ybe Mp ecs betl Who, p cdtl nDdy budget or d p I rt firung. 4_Projeclosb etl 2023tl Ila t �qrF 9R entl ere not etljusletlf f riherinflation- ? ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel and storm drain system improvements along Williams Or from current Williams Construction: $18,845,581 COMPREHENSIVE MASTER PLAN Ditch project upstream to Staples St to reduce Flooding for neighborhoods and businesses. ROW Acquisition: $50,000 11-A PROPOSED IMPROVEMENTS `\ MB&I(15%): $2,826,837 0 Contingency(30%): $5,653,674 t Design&Inspection(15%): $2,826,837 PAPE—DAWSOAP E Project Total: $30,202,930 r ENGINEERS 11 Council Districts 3,4 Commissioner Precincts 3,4 alai sax aNTONio,nranTi na.Ts.xm — LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds --N111 Nnnxm. T-1 F_ Fixmximxs oa BeQS 11-A ac N om .,. �. --Ll PROPOSEI - 0 360 Feet z. Legend Flow Direction Project Limits �'� ►° �� '�"V ICM Zones A —FEMA CL �� _' • � ,�\ I' =Ditch CL 10yr 12"Depth Proposed A16 411 ..��R 10yr 12"Depth Existing / A, Proposed Improvements # =Channel Culvert _ Existing Storm Drain " 46S.a f =Unknown Size 7,"�' 36" 60" " f j]•A V zzzz Box Culvert � r `y.. f jr 1� NOTES: 1 Project scope antl cost ere.ly on hd.n.t 1 +� hytlr nt antl hytlmvi anayss antl tlo not t representan-nlet lav .qs. P I Fudherdetaktlanaly- reQuiretl of the m time of prr)ecl tles gn 2Projecl p tl ostdo t defull street eph t or t 1dy.1..t.n 3PWd the pn-t Ilpl Pojectsor wnb cd �Ih th,OF p f cl tlep tling on cAY budget antl prol d f -g. 4 Project costs ere besetl 2023tl Ile y antl ere not edpu ,,d f.,further-nflefon- ? ti 1•r DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along Shephard Dr and across Whitaker Dr and Construction: $2,974,077 COMPREHENSIVE MASTER PLAN Cleopatra Dr to reduce neighborhood Flooding. ROW Acquisition: $50,000 12-B PROPOSED IMPROVEMENTS `\ MB&I(15%): $446,112 Contingency(30%): $892,223 123-o t Design&Inspection(15%): $446,112 PAPE—DAWSON E 1 "4 Project Total: $4,808,524 z ENGINEERS Council District 4 Commissioner Precincts 3,4 aaisaNaNTONio,n vsnTina.Ts.xm — LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds exaiNeexiNnnxm m TExessuxvniNa Fixmximxs oa BeQS 12-Bac H ,+c I h 0 440 Feet end J �— Flow Direction + Project Limits ICM Zones FEMA CL zzzz Ditch CL 10yr 12"Depth I . Proposed0 10yr 12"Depth Existing J 1a. o Proposed Improvements Culvert Existing Storm Drain Unknown Size � —4"-34" 60"> IE1,11-1 / - -��.� / = Box Culvert a.:\ __E�.;rH .. 0 M El a'c p 17 E'ST 11G / NOTES: 1.Project scope no cost are basetl on h gh-level 4 hytlrologc a no hyd—hu,—lyss no tlo not - - rear t -I tnaev N-s. Furth det-ktl ly-- q Intl at the tmefp dd sign. 2.Project p. dwo do t-elude full street epla t or ubldy lm,t,n. 3P'Wd ybe pft t 11pl projects or F _ —buu,cl dh th,CIF p j cl tlepending 'M n d budWt antl protect t m ng. 4 Project costs ere basetl on 2023tlollais antl are not atljustetl for further inflation. ?n DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along S.Port Ave,across Crosstown Expressway,and Construction: $20,645,774 COMPREHENSIVE MASTER PLAN along Shely St;and culvert and storm drain improvements along Logan and Louisiana to ROW Acquisition: $200,000 13-A PROPOSED IMPROVEMENTS `\ reduce Flooding west of Crossown and near Staples and Brownlee. MB&I(15%): $3,096,866 - Contingency(30%): $6,193,732 1-00 t Design&Inspection(15%): $3,096,866 ,PAPE-DAWSOAP E2023 Project Total: $33,233,238 ENGINEERS Council District 2 Commissioner Precincts 1,2 mai IANAN.Nio.7.11111.171.— LOCATION MAP, P=TIALFUND,NG SOURCES: SW Utility Fee,Bonds nxm m.mssuxvniNa Fixmximxs oa eeQS 13-A ac a DS fhb ` 0 990 Feet 1 Legend e Flow Directon IFS ► "`` +e yv Project Limits n r c S r [E'IICM Zones RE rw -2 LF IRO—ED >� —FEMA CL! ,/ c azzzz Ditch CL !' 'I1 a��` ergs 10yr 12"Depth Proposed E 11 10yr 12"Depth Existing Proposed Improvements Channel l� �n° ot` Culvert ! ✓ �oe Existing Storm Drain /) c `n' p ep goo. =Unknown Size i 36" 60" y = Box Culvert r r, F s //, +`�� r - F ✓ e�� n hyd,.I.g,�no hytlmuk n.yn— o d.notel ear f ,I 1 y- F dh der-letl ly-- Q- d.tth. ime ofp j dd gnndo 2 . .P jecl p tl s t, I de full cP �b y street eph t or t 1dy t 3 Project y be pft t h pi.p cpd,or N ICP ~ ,1 omti etl dh th OP p j C tlep d,ng on cly b dWt nd pr 1 rt t g 4 Project costs are basetl 2023tl Ila ��, `��Ai ' qy�� J ' `,S� entl erenot etljusletlf rfudher-nflaton_ N DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Culvert and channel improvements along Brawner Pkwy from Ramsey St to Corpus Christ Construcflon: $25,591,545 COMPREHENSIVE MASTER PLAN Bay;and storm drain system improvements along S Staples St from Buccaneer Dr to ROW Acquisition: $100,000 13-C PROPOSED IMPROVEMENTS `\ Brawner to relieve neighborhood flooding. MB"I(15%):(15%): $3,838,732 Contingency(30%): $7,677,464 12383-00 t Design&Inspection(15%): $3,838,732 PAPE-DAWSOIIr �,E 1 "4 _L�R 2023 Project Total: $41,046,472 ENGINEERS 11 Council District 2 Commissioner Precinct alai sax ax.oxio,nran3i na.3s.xm LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds ueunixeexixnnxm m.mssuxvnixnrixmximxs oa BeQS 13-Cap - ( S, V, 0 7 o 1,200 r Feet 2 Al Legend f Flow Direction f f S Project Limits �� • � ICM Zones � •'/ ��y. 1- �. l ^'. -FEMA CL TH ..ec Ditch CIE 9r E IV 10yr 12 Depth Proposed I 10yr 12"Depth Existing y Proposed Improvements o l I LF ,o LF LF LF LF LF n Culvert !!! I i , Storm Drain eec ./' ......... ✓...� 1. J � \\ —Unknown Size Y . � y RE11— f.. —4" 34" 36" 60" If MqR N �,H F'll �i o �"� X60"> A ,c e/ / i �� m = Box Culvert o 1 L" ac EPS „, X IF�. `3 7 v t c y m o oc � oq 7 ` ppe r '� G e4 a NOTES- .. a • yC r 1 1 Protect scope entl cost b etl on h gMevel C \ PL ce o hytlrolog c entl hytlreuf y o tlo not T L ► :. O Furth det letl n.I —N— h," a tl tthe xE s /'1 ` ! Ped of cltl ro i 1-11 4 i M 2 � Pr.cE.err, rs �oacP R cct p tl si do t- tl full ti eet eP e t or t Inv r Protect Y be Pft t rn,hpl,Protects or oma budget nh in OF p 1 C ft-I .. '� on c YPr l t 9 c H � LF q ° . �� y � ✓D•' � �1 aeP�ce•r / �� 4_Projecl cods ere besetl 2023tl Ile uo H, �o acP �R�y j RFT N �/ �'. - cp` �. � � entl ere not etlrysletlf rfurther-ntleron- ? ti 1•r�— DESCRIPTION: I Y COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along Gollihar Rd,Weber Rd,McArdle Rd,and Carmel Construction: $42,604,538 COMPREHENSIVE MASTER PLAN Pkwy;and culvert improvements along Carmel Pkwy to relive neighborhood Flooding. ROW Acquisition: $150,000 13-D PROPOSED IMPROVEMENTS `\ MB&1(15%): $6,390,681 - Contingency(30%): $12,781,361 t Design&Inspection(15%): $6,390,681 ,PAPE-DAWS011r �,E 1 "4 Project Total: $68,317,260 IF ENGINEERS Council District 2,3 Commissioner Precincts 2,3 alai sax aNTONio,nranTi na.Ts.xm LOCATION MAP POTENT'ALFUNDINGSOURCES: SW Utility Fee,Bonds --N111 Ncnxm. TExassuxvniNcrixmximxs oa 1- R. 13-D ac N 5 M. v a,� y �Ff , 0 560 �v4�hyb ��f t P4e yds W r,`�`f Feet Legend •+ �1,yQ - `�'"• �`; Flow Direction Project Limits [EJ ICM Zones y r e —FEMA CL 21 _ -=Ditch CL L° 7 4„ 10yr 12"Depth Proposed ee`"c g `°t' 10yr 12"Depth Existing Proposed Improvements y a i Channel Culvert '"' ✓✓✓ r ' �^� Existing Storm Drain Unknown Size —4" 34" 36"-60" zzzz Box Culvert Z NOTES_ 1 Project scope no cost ere basetl on h gh-1-1 hytl I g o hyd— ly- no tlo not Furth det-ktl etnlelY mvi ya siretl et the j�` 1� � , /•� time ofprjecl d.gn_ k 2.Projecl p tl wsi do t, de full ` street epla r t tidy t n. x ��::. '�► ii R 3oje .Prct the pft-t Ilpl P jack or 2 , omti cd dh th OF p j C tlep nd,ng �..n Pm�'a'�� p �' ; •oe on clYbudget tlP 1Cfi -g. T cr"� g�, �. 'S • 4 Project osl a basetl n 2023d.lb,, entl—nd.dpsl df.,further inflation_ DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Channel improvements along Cannel Pkwy from S.Staples St to Corpus Christi Bay;and Construction: $3,744,2620 1 COMPREHENSIVE MASTER PLAN storm drain improvements along Santa Fe St to reduce neighborhood Flooding.Accepts ROW Acquisition: $100,000 13-E PROPOSED IMPROVEMENTS `\ runoff from project 13-D. ME"1(15%):(15%): $561,639 Contingency(30%): $1,123,279 t Design&Inspection(15%): $561,639 ,PAPE-OAWSOAP �,E023 1 "4 Project Total: $6,090,820 ENGINEERS Council District 2 Commissioner Precinct alai sax ax.oxio,nran3i na.3s.xm LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds nxm m.mssuxvnixarixmximxs oa esCIS 13-E ac N zv 0 510 Feet Qf Legend Flow Direction 1• / ,'`� [E Project Limits ICM Zones FEMA CL =Ditch CL 10yr 12 Depth Proposed N f zih Q Ise 12'Depth Existing IEI IC I E,—11111 11 Proposed Improvements ,i �,sec Culvert s � Jtl Existing Storm Drain 1 g =Unknown Size 41 4" 34" 60" 1n / I " '�'•' Y X60"> Box Culvert I ; 1 � C. aE a�.�oaa x4xo NOTES_ sIE-o.-sec aEe 1.Project P no I.sl b etl lel hytl 9 tl hytl al N no tlonot �" ,.. ,.,, •r,= Ir`` ear f f mci n,N,,, ' Furth det-ktl ly - o- tl tthe 7 t—fP 1 cltl 9. 8� 1 ` 2Pr . -t st d P tl o f- tl f II 1>00, 3° l r street , or ft Illy r 3Projecl y be t n Ple prolecls or on cr etl etWho,OF,j,d t cl tlepen�ng Zone I on cry budget end Pr J rt t g �? F 4 Project ost a besetl 2023d.lb,, antl are not adpstcdfrfurthI,,nflaton. DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain improvements along Ashland Or and Airline Rd from S Alameda St to Corpus Construction: $12,907,594 COMPREHENSIVE MASTER PLAN Christi Bay to relieve neighborhood Flooding. ROW Acquisition: $50,000 13-F PROPOSED IMPROVEMENTS `\ ME"1(15%):(15%): $1,936,139 Contingency(30%): $3,872,278 1-00 t Design&Inspection(15%): $1,936,139 PAPE-DAWSOIIr �,E 1 "4 Project Total: $20,702,150 ENGINEERS Council District 2 Commissioner Precincts 3,4 mai sax ax.oxio,nran3i na.3s.xm — LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds —exaixeexixnnxm—I T-ssuxvnixa Fixmximx_c eeCIS 13-F ec AV 4 N 0 825 i Feet Legend T �Flow Direction Project Limits ICM Zones I � G FEMA CL --_-Ditch CL . 10yr 12'Depth Proposed 10yr 12'Depth Existing P=ChanneImprovements 7SI, ec( wl" Culvert Existing Storm Drain u =Unknown Size ( `J 36"-60" , �� { /r �� ♦ � X60"> tt - ====Box Culvert EE M �. , n tee,e;EE, a,ee,Dea aD N NOTES11 : N p EE, _. 1.P ojecl p no wsl b etl n h gh level 7 hytl I , tl hytl y- tl tlo not I t ry + A F,th det-letl ly-- Q- d t the tme fp cltl g_ 2.Project p tl wsl do nt,nd.d.full street epla t GI t or Y t Project y be prt t M pl p ojecls or __ - cd dh the,ClPp j cls tlepend,ng l rT�--r-meg F- y !. �' Zone 14 —�` �� ncAy budget antl proteclFm ng. 0 Project costs ere besetl on 2023 tlollars Zone 13 _ and are not dpar d m,Ruth mnatmn. DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along S.19th St from Hospital St to Comanche St to Construction: $11,013,710 COMPREHENSIVE MASTER PLAN relieve neighborhood Flooding.Drains toward downtown system with storm water pump ROW Acquisition: $100,000 14-A2 PROPOSED IMPROVEMENTS `\ station. ME 1`(15%):(15%): $1,652,057 Contingency(30%): $3,304,113 t Design&Inspection(15%): $1,652,057 J P _DAWSON E 1 "4 Project Total: $17,721,936 F ENGINEERS Council District 1 Commissioner Precinct alai sax aN.oNio,nran3i na.3s.xm — LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds —e N111 Nnnxmxam.ExassuxvniNa,ixmximxs oa eQS14-A2 Zone 15 R ' i N Zone 14 v o -.My+-+�►'"`�t . 7 � �� `�, 1' ;hoc ,F � �t 0 790 M s Feet 4- Legend w.0 0w ;, 1 Flow Directon •h f y iA Project Limits •� [EJ ICM Zones / �wveucve-All --FEMA CL Al t`• T l _=Ditch CL 10yr 12"Depth Proposed W r 10yr 12"Depth Existing V Proposed Improvements _ =Culvert Pipe Existing Storm Drain ci.'= Unknown Size ♦ _ ry _ -_ I —4-34" zzzz Box Culvert r ay b m NOTES: - � 1 Project scope antl cost bo—on hl hytlrologc antl hytlmuf yss antl d.tlo n.t not repr f -let lav ys s y - Fudh det-letlanaly- .q.,etlat the time fp j dd—gn. Ri 2.Project scope antl cost do not,nclude full street opts t hidy t 3.P'wd —Y tic pft-t upl p jests or Anti cd dh th OF P j rt ft d,ng LIIII cdY budget d p j d -timing. 4.Project osl b etl 2023tl Ila +^�� antl are notatljustetl for further-nflaron. T ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along Old Robstown Rd and Nueces Bay Blvd from Construction: $17,035,841 COMPREHENSIVE MASTER PLAN Liberty Dr to 1-37 to relieve Flooding for neighborhoods and businesses. ROW Acquisition: $100,000 14-B PROPOSED IMPROVEMENTS `\ MB&1(15%): $2,555,376 Contingency(30%): $5,110,75212383-00 t Design&Inspection(15%): $2,555,376 PAPE-DAWSOIIr �,E112023 1 "4 Project Total: $27,357,346 r ENGINEERS 11 Council District1 Commissioner Precinct 4misaxaxmxio,nran3i na.3a.— — LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds ueunixeexixnnxm m.mssuxvnixn Fixmximxs oa CIS 14-Bac y TI p 0 460 Feet Legend ' - Flow Directon Ti x� Project Limits ICM Zones --. 1 —FEMA CL ----Ditch CL +f ---� 10yr 12"Depth Proposed i' 10yr 12"Depth Existing Proposed Improvements r-� Channel / Fy� A E z 1 Culvert Existing Storm Drain 1 =Unknown Size +1 —4" 34" 60"> -zzz Box Culvert .. ! — _11 LF sec A t p ve io -mss .. � �.c .a ssi LF NOTES. 1 Protect p o sl b etl NIa•+ �. J - ., ;, hytl 9 tl hytl auf N- no tlo not 1 f eco repr f nIm Imv1 n,N,,, Furth der letl lyses s reQu retl of the ime of project tles gn. 2.Projed—pe antl cost do not ud.defull 'k .../ '"''� •-. street replacement x slily elm,t,n. _ 7 3.P'Wd —Y N,spft-t ftple projects or - "�� comti etl ilh other CP p j C tlep tling r s s on cAY butlget end prof C t -g. `- 4.Projecl costs are basetl 2023tl Ila - antl are not adj.s I,d f.,further-nflaron. rT ti 1•r�— DESCRIPTION: COST(2023$): CITY OF CORPUS CHRISTI Storm drain system improvements along S.Brownlee Blvd and Marguerite St from 16th St Construction: $7,550,749 COMPREHENSIVE MASTER PLAN to King St to relieve neighborhood flooding.Drains toward downtown system with storm ROW Acquisition: $100,000 14-C PROPOSED IMPROVEMENTS `\ water pump station. MB&I(15%): $1,132,612 Contingency(30%): $2,265,225 t Design&Inspection(15%): $1,132,612 PAPE-DAWSOIIr �,E023 1 "4 Project Total: $12,181,198 z ENGINEERS Council District 1 Commissioner Precinct mai saxaxmx11-111 ina.3s.xm — LOCATION MAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds ueuaixeexixn Fixm m.mssuxvnixa Fixmximxs oa BeQS 14-C ac ' F N ti �� IM• � f aFeet ? � Legend Flow Direction Project Limits ICM Zones F e. —FEMA CL 7.. u' GSA zzzzDitch CL I � �b" �'t �♦ M Y N* �� i 9 Ir 12"Depth Proposed x �-- 10yr 12 Depth Existing M Proposed Improvements '� 1 }� J ✓' �- =Ch annel ' w Culvert Existing Storm Drain i Unknown Size 36" 60" Zzzz Box Culvert -14 NOTES: 1.Project scope no cost are b ly on high-level hytlro nt antl ht 1-1k analysis antl tlo not 1 representan inlet-level analysis. t—f,.j.d danalysis is requiretl of the time d project tlesign. 2P,oject scope antl cost do not m,t,n full street replacementht utility relocation. 3.Projecls may be split into multiple projects or rNncd with other OF projects tlepend,ng n cAy budget antl project timing. 4 Project costs ere basetl on 2023 tlollms antl ere not dpus d for further inflation_ DESCRIPTION: COST(2023$I: CITY OF CORPUS CHRISTI Storm drain improvements along McKinzie,Mayfield Dr and Starlite Ln,and Tumbleweed Construction: $13,439,923 COMPREHENSIVE MASTER PLAN Dr and Rockwood St;and channel improvements from Rockwood St to Leopard to reduce ROW Acquisition: $200,000 15-D1 PROPOSED IMPROVEMENTS `\ flooding for neighborhoods and businesses. MB&I(15%): $2,015,988 Contingency(30%): $4,031,977 t Design&Inspection(15%): $2,015,988 PAPE-DAW$OIIr1—T �,E 1 "4 Project Total: $21,703,877 1 ENGINEERS Council District 1 Commissioner Precinct alai sax ax.oxio,nran3i na.3a.— ° — LOCATIONMAP POTENTIAL FUNDING SOURCES: SW Utility Fee,Bonds —exnixeexixnnxm m.mssuxvnixa Tixmximxs oa eQS15-D1ac APPENDIX E Project Cost Estimates Opinion of Probable Construction Cost Corpus Christi Stormwater Master Plan Summary September 7,2023 NAME SUBTOTAL($) ROW ACQUISITION($) MOBILIZATION/ CONTINGENCY DESIGN& Total Cost BOND/INSURANCE(15%) (30%) INSPECTION(15%) 01-B $ 6,433,426 $ 50,000 $ 965,014 $ 1,930,028 $ 965,014 $ 10,343,481 03-A $ 18,687,461 $ 100,000 $ 2,803,119 $ 5,606,238 $ 2,803,119 $ 29,999,937 04-A $ 8,312,021 $ 50,000 $ 1,246,803 $ 2,493,606 $ 1,246,803 $ 13,349,233 04-B $ 4,943,109 $ 100,000 $ 741,466 $ 1,482,933 $ 741,466 $ 8,008,974 04-D $ 10,839,372 $ 100,000 $ 1,625,906 $ 3,251,812 $ 1,625,906 $ 17,442,995 05-A $ 23,505,278 $ 100,000 $ 3,525,792 $ 7,051,583 $ 3,525,792 $ 37,708,444 05-B $ 15,813,927 $ 100,000 $ 2,372,089 $ 4,744,178 $ 2,372,089 $ 25,402,283 06-A $ 24,503,353 $ 100,0001$ 3,675,503 $ 7,351,006 $ 3,675,503 $ 39,305,365 10-132 $ 17,255,608 $ 100,000 $ 2,588,341 $ 5,176,682 $ 2,588,341 $ 27,708,972 10-C $ 6,136,528 $ 50,000 $ 920,479 $ 1,840,958 $ 920,479 $ 9,868,445 10-D $ 13,832,639 $ 100,000 $ 2,074,896 $ 4,149,792 $ 2,074,896 $ 22,232,222 11-A $ 18,845,581 $ 50,000 $ 2,826,837 $ 5,653,674 $ 2,826,837 $ 30,202,930 12-A $ 10,638,376 $ 25,000 $ 1,595,756 $ 3,191,513 $ 1,595,756 $ 17,046,401 12-B $ 2,974,077 $ 50,000 $ 446,112 $ 892,223 $ 446,112 $ 4,808,524 12-C $ 7,624,765 $ 25,000 $ 1,143,715 $ 2,287,430 $ 1,143,715 $ 12,224,624 13-A $ 20,645,774 $ 200,000 $ 3,096,866 $ 6,193,732 $ 3,096,866 $ 33,233,238 13-C $ 25,591,545 $ 100,000 $ 3,838,732 $ 7,677,464 $ 3,838,732 $ 41,046,472 13-D $ 42,604,538 $ 150,000 $ 6,390,681 $ 12,781,361 $ 6,390,681 $ 68,317,260 13-E $ 3,744,262 $ 100,000 $ 561,639 $ 1,123,279 $ 561,639 $ 6,090,820 13-F $ 12,907,594 $ 50,000 $ 1,936,139 $ 3,872,278 $ 1,936,139 $ 20,702,150 14-A2 $ 11,013,710 $ 100,000 $ 1,652,057 $ 3,304,113 $ 1,652,057 $ 17,721,936 14-B $ 17,035,841 $ 100,000 $ 2,555,376 $ 5,110,752 $ 2,555,376 $ 27,357,346 14-C $ 7,550,749 $ 100,000 $ 1,132,612 $ 2,265,225 $ 1,132,612 $ 12,181,198 15-D1 $ 13,439,923 $ 200,000 $ 2,015,988 $ 4,031,977 $ 2,015,988 $ 21,703,877 0S01 $ 32,163,920 $ 1,500,000 $ 4,824,588 $ 4,824,588 $ 9,649,176 $ 52,962,272 Oso 2 $ 4,707,236 $ 3,450,000 $ 706,085 $ 706,085 $ 1,412,171 $ 10,981,578 Oso 3 $ 18,645,108 $ 2,750,000 $ 2,796,766 $ 2,796,766 $ 5,593,532 $ 32,582,173 Oso 4 $ 23,304,888 $ 2,650,000 $ 3,495,733 $ 3,495,733 $ 6,991,466 $ 39,937,821 Oso 5 $ 6,193,482 $ 2,000,000 $ 929,022 $ 929,022 $ 1,858,045 $ 11,909,572 Totals $ 429,894,089 $ 14,550,000 $ 64,484,113 $ 116,216,032 $ 77,236,309 $ 702,380,543 PREPARED BY: JJP DATE: 9/7/2023 DOC ID: P:\123\83\00\Excel\CIP\Stormwater\SW_Estimates\20230810_Spreadsheets\1238300_Estimate_Summary_20230907.xlsm City of Corpus Christi Storm Water Master Plan Cost-Benefit Summary September 7,2023 Note:Cost-benefits are for projects in developed areas and exclude the undeveloped Oso Creek Watershed. Project Name Drainage Service Potentially Inundated Structures(10-year storm,12"depth) Cost(2023$) Cost Rank Cost-Benefit Ratio CBR Rank Area Existing Conditions Proposed Conditions ReducedRisk(Ex-Prop) ($/structure) 01-B G 52 20 32 $ 10,343,481 5 $ 323,234 5 03-A A 102 56 46 $ 29,999,937 18 $ 652,173 12 04-A A 124 43 81 $ 13,349,233 8 $ 164,805 2 04-B A 127 44 83 $ 8,008,974 3 $ 96,494 1 04-D A 115 109 6 $ 17,442,995 10 $ 2,907,166 23 05-A A 143 69 74 $ 37,708,444 21 $ 509,574 7 05-B A 157 70 87 $ 25,402,283 15 $ 291,980 4 06-A A 164 125 39 $ 39,305,365 22 $ 1,007,830 19 10-B2 F 150 123 27 $ 27,708,972 17 $ 1,026,258 20 10-C F 101 51 50 $ 9,868,445 4 $ 197,369 3 10-D F 51 39 12 $ 22,232,222 14 $ 1,852,685 22 11-A F 542 512 30 $ 30,202,930 19 $ 1,006,764 18 12-A E 98 62 36 $ 17,046,401 9 $ 473,511 6 12-B E 48 39 9 $ 4,808,524 1 $ 534,280 8 12-C E 30 14 16 $ 12,224,624 7 $ 764,039 14 13-A E 77 67 10 $ 33,233,238 20 $ 3,323,324 24 13-C E 192 132 60 $ 41,046,472 23 $ 684,108 13 13-D E 354 279 75 $ 68,317,260 24 $ 910,897 16 13-E E 42 32 10 $ 6,090,820 2 $ 609,082 11 13-F E 60 22 38 $ 20,702,150 12 $ 544,793 9 14-A2 D 25 4 21 $ 17,721,936 11 $ 843,902 15 14-B D 195 148 47 $ 27,357,346 16 $ 582,071 10 14-C D 17 8 9 $ 12,181,198 6 $ 1,353,466 21 15-D1 C 99 76 23 $ 21,703,877 13 $ 943,647 17 Totals: N/A 3747 2852 895 $ 554,007,127 City of Corpus Christi Storm Water Master Plan Cost-Benefit Summary September 7,2023 Note:Cost-benefits are for projects in developed areas and exclude the undeveloped Oso Creek Watershed. Project Name Drainage Service Potentially Inundated Structures(10-year storm,12"depth) Cost(2023$) Cost Rank Cost-Benefit Ratio CBR Rank Area Existing Conditions Proposed Conditions ReducedRisk(Ex-Prop) ($/structure) 04-B A 127 44 83 $ 8,008,974 3 $ 96,494 1 04-A A 124 43 81 $ 13,349,233 8 $ 164,805 2 10-C F 101 51 50 $ 9,868,445 4 $ 197,369 3 05-B A 157 70 87 $ 25,402,283 15 $ 291,980 4 01-B G 52 20 32 $ 10,343,481 5 $ 323,234 5 12-A E 98 62 36 $ 17,046,401 9 $ 473,511 6 05-A A 143 69 74 $ 37,708,444 21 $ 509,574 7 12-B E 48 39 9 $ 4,808,524 1 $ 534,280 8 13-F E 60 22 38 $ 20,702,150 12 $ 544,793 9 14-B D 195 148 47 $ 27,357,346 16 $ 582,071 10 13-E E 42 32 10 $ 6,090,820 2 $ 609,082 11 03-A A 102 56 46 $ 29,999,937 18 $ 652,173 12 13-C E 192 132 60 $ 41,046,472 23 $ 684,108 13 12-C E 30 14 16 $ 12,224,624 7 $ 764,039 14 14-A2 D 25 4 21 $ 17,721,936 11 $ 843,902 15 13-D E 354 279 75 $ 68,317,260 24 $ 910,897 16 15-D1 C 99 76 23 $ 21,703,877 13 $ 943,647 17 11-A F 542 512 30 $ 30,202,930 19 $ 1,006,764 18 06-A A 164 125 39 $ 39,305,365 22 $ 1,007,830 19 10-B2 F 150 123 27 $ 27,708,972 17 $ 1,026,258 20 14-C D 17 8 9 $ 12,181,198 6 $ 1,353,466 21 10-D F 51 39 12 $ 22,232,222 14 $ 1,852,685 22 04-D A 115 109 6 $ 17,442,995 10 $ 2,907,166 23 13-A E 77 67 10 $ 33,233,238 20 1$ 3,323,3241 24 Totals: N/A 3747 2852 895 $ 554,007,127 City of Corpus Christi PAPE-DAWSON Stormwater Master Plan r1iENGINEERS Conceptual Level Project Cost Projection 8/23/2023 Description: Project No. Osol Project Number: Oso 1 Channel improvements to widen and deepen main channel along Potential Funding Sources: centerline of Oso Creek from La Voila Creek confluence to Oso Impact Fees, Bonds Bay to improve conveyance and provide additional capacity within the high banks of Oso Creek. Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 483 STA $2,250 $ 1,086,750 2 EXCAVATION(SPECIAL-DREDGING) 467,705 CY $50 $ 23,385,250 Drainage Construction Cost Subtotal: $ 24,472,000 W.Nvwr Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ - Traffic Control Plan 1% $ - V Stormwater Pollution Prevention Plan 1% $ 244,720 V Misc Bridge/Culvert Adjustments LS $ 5,000,000 V Misc Bank Stabilization 10% $ 2,447,200 Allowance Subtotal: $ 7,691,920 Drainage and Allowance Subtotal: $ 32,163,920 Construction Contingency: 30% $ 9,649,176 Construction Cost TOTAL:1 $ 41,813,096 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 41,813,096 Engineering/Survey/Testing: 15% $ 4,824,588 Mobilization 15% $ 4,824,588 ROW/Easement Acquisition: LS $ 1,500,000 Project Cost TOTAL:1 $ 52,962,272 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi PAPE-DAWSON Stormwater Master Plan ��ENG/NEERS Conceptual Level Project Cost Projection 9/7/2023 Project •i ation: Description: i • Project Number: Oso 2 Channel improvements along London Ditch from Crosstown Potential Funding Sources: Expwy to Oso Creek;and channel improvements along Impact Fees, Bonds ditches/tributaries in London Area to provide conveyance through London area including potential Nueces County and TxDOT improvements. Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 932 STA $2,250 $ 2,097,000 2 EXCAVATION(CHANNEL) 39,384 CY $40 $ 1,575,360 Drainage Construction Cost Subtotal: $ 3,672,360 • .. Item Description Notes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ - Traffic Control Plan 1% $ - V Stormwater Pollution Prevention Plan 1% $ 34,876 V Misc Bridge/Culvert Adjustments LS $ 1,000,000 Allowance Subtotal: $ 1,034,876 Drainage and Allowance Subtotal: $ 4,707,236 Construction Contingency: 30% $ 1,412,171 Construction Cost TOTAL: $ 6,119,407 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 6,119,407 Engineering/Survey/Testing: 15% $ 706,085 Mobilization 15% $ 706,085 ROW/Easement Acquisition: LS $ 3,450,000 Project Cost TOTAL:1 $ 10,981,578 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi PAPE-DAWSON Stormwater Master Plan r1iENGINEERS Conceptual Level Project Cost Projection 8/23/2023 Project Number: Oso 3 Channel improvements to widen and deepen main channel along Potential Funding Sources: centerline of Oso Creek from Hwy 44 downstream to La Voila Impact Fees, Bonds Creek confluence to improve conveyance and provide additional capacity within the high banks of Oso Creek. Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 618 STA $2,250 $ 1,390,500 2 EXCAVATION(CHANNEL) 204,992 CY $40 $ 8,199,688 Drainage Construction Cost Subtotal: $ 9,590,188 • .. Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ - Traffic Control Plan 1% $ - V Stormwater Pollution Prevention Plan 1% $ 95,902 V Misc Bridge/Culvert Adjustments LS $ 3,000,000 V Misc Bank Stabilization 10% $ 959,019 V Misc Adjustments at HWY 44/Railroad LS $ 5,000,000 Allowance Subtotal: $ 9,054,921 Drainage and Allowance Subtotal: $ 18,645,108 Construction Contingency: 30% $ 5,593,532 Construction Cost TOTAL: $ 24,238,641 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 24,238,641 Engineering/Survey/Testing: 15% $ 2,796,766 Mobilization 15% $ 2,796,766 ROW/Easement Acquisition: LS $ 2,750,000 Project Cost TOTAL:1 $ 32,582,173 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi PAPE-DAWSON Stormwater Master Plan r1iENGINEERS Conceptual Level Project Cost Projection 8/23/2023 n Project �r rn ation: Description: Project No. • Project Number: Oso 4 Improvements to Clarkwood Ditch/Oso Trib 14 from Hwy 44 to Potential Funding Sources: Oso Creek;and potential detention pond north of Hwy 44 to Impact Fees, Bonds reduce flooding along Clarkwood Rd,near Hwy 44,and in nearby properties. Drainage Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 189 STA $2,250 $ 425,250 2 EXCAVATION(CHANNEL) 37,303 CY $40 $ 1,492,131 3 EXCAVATION(POND) 403,333 CY $50 $ 20,166,667 Drainage Construction Cost Subtotal: $ 22,084,048 ILTAF .. .. Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ - Traffic Control Plan 1% $ - V Stormwater Pollution Prevention Plan 1% $ 220,840 V Misc Adjustments at HWY 44/Railroad LS $ 1,000,000 Allowance Subtotal: $ 1,220,840 Drainage and Allowance Subtotal: $ 23,304,888 Construction Contingency: 30% $ 6,991,466 Construction Cost TOTAL: $ 30,296,354 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 30,296,354 Engineering/Survey/Testing: 15% $ 3,495,733 Mobilization 15% $ 3,495,733 ROW/Easement Acquisition: LS $ 2,650,000 Project Cost TOTAL: $ 39,937,821 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi PAPE-DAWSON Stormwater Master Plan r1iENGINEERS Conceptual Level Project Cost Projection 8/23/2023 Project Number: Oso 5 Channel improvements along centerline of West Oso Creek to Potential Funding Sources: improve conveyance to Oso Creek. Impact Fees Drainage Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 565 STA $2,250 $ 1,271,250 2 EXCAVATION(CHANNEL) 109,147 CY $40 $ 4,365,861 Drainage Construction Cost Subtotal: $ 5,637,111 . .. Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ - Traffic Control Plan 1% $ - V Stormwater Pollution Prevention Plan 1% $ 56,371 V Misc Bridge/Culvert Adjustments LS $ 500,000 Allowance Subtotal: $ 556,371 Drainage and Allowance Subtotal: $ 6,193,482 Construction Contingency: 30% $ 1,858,045 Construction Cost TOTAL: $ 8,051,527 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 8,051,527 Engineering/Survey/Testing: 15% $ 929,022 Mobilization 15% $ 929,022 ROW/Easement Acquisition: LS $ 2,000,000 Project Cost TOTAL:1 $ 11,909,572 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi PAPE-DAWSON Stormwater Master Plan ENGINEERS Conceptual Level Project Cost Projection 8/23/2023 Project Information: Description: Project No. n i Project Number: 1-13 Channel improvements between Glen Oak and Waldron Road, Potential Funding Sources: and proposed storm drain system improvements upstream of SW Utility Fee, Bonds Glen Oak to relieve neighborhood flooding. Drainage Construction • • • No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 117 STA $2,250 $ 263,250 2 EXCAVATION(CHANNEL) 9,994 CY $40 $ 399,760 3 CUT&RESTORING PAV 6,426 SY $170 $ 1,092,420 4 FLOWABLE BACKFILL 2,468 CY $350 $ 863,800 5 TRENCH EXCAVATION PROTECTION 12,258 LF $10 $ 122,580 6 RIPRAP(CONC) 24 CY $800 $ 19,200 7 RC PIPE(36 IN) 2,297 LF $300 $ 689,100 8 RC PIPE(48 IN) 2,991 LF $450 $ 1,345,950 9 JUNCTION BOX 16 EA $10,000 $ 160,000 10 4'x5'SBC 789 LF $775 $ 611,475 11 8'x5'SBC 52 LF $910 $ 47,320 12 CURB INLET(10') 41 EA $9,525 $ 390,525 13 SAFETY END TREATMENT(36"TO 60") 2 EA $9,100 $ 18,200 14 SAFETY END TREATMENT(BOX CULVERT) 1 EA $13,700 $ 13,700 Drainage Construction Cost Subtotal: $ 6,037,280 ComponentMajor Construction Item Description Notes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 270,000 V Traffic Control Plan 1% $ 63,073 V Stormwater Pollution Prevention Plan 1% $ 63,073 Allowance Subtotal: $ 396,146 Drainage and Allowance Subtotal: $ 6,433,426 Construction Contingency: 30% $ 1,930,028 Construction Cost TOTAL: $ 8,363,453 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 8,363,453 Engineering/Survey/Testing: 15% $ 965,014 Mobilization 15% $ 965,014 ROW/Easement Acquisition: LS $ 50,000 Project Cost TOTAL: $ 10,343,481 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi PAPE-DAWSON Stormwater Master Plan ENGINEERS Conceptual Level Project Cost Projection 8/23/2023 Project Information: Description: Project No. n i Project Number: 3-A Storm drain/culvert improvements along Edgebrook Dr,Wake Potential Funding Sources: Forest Dr,Pepper Mill Dr,Woodgate Dr,Heavens Gate Dr, SW Utility Fee, Bonds Timbergate Dr,and Hunt Dr;and channel improvements along Lipes Blvd and across Yorktown Blvd to relieve neighborhood flooding. Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 201 STA $2,250 $ 452,250 2 EXCAVATION(CHANNEL) 35,572 CY $40 $ 1,422,880 3 CUT&RESTORING PAV 14,478 SY $170 $ 2,461,260 4 FLOWABLE BACKFILL 6,464 CY $350 $ 2,262,400 5 TRENCH EXCAVATION PROTECTION 21,516 LF $10 $ 215,160 6 RIPRAP(CONC) 72 CY $800 $ 57,600 7 RC PIPE(48 IN) 554 LF $450 $ 249,300 8 RC PIPE(54 IN) 865 LF $525 $ 454,125 9 JUNCTION BOX 27 EA $10,000 $ 270,000 10 5'x4'SBC 1,578 LF $810 $ 1,278,180 11 5'x5'SBC 61 LF $840 $ 51,240 12 6'x3'SBC 2,709 LF $860 $ 2,329,740 13 6'x4'SBC 3,079 LF $875 $ 2,694,125 14 8'x6'SBC 1,912 LF $940 $ 1,797,280 15 CURB INLET(10') 72 EA $9,525 $ 685,800 16 REMOVE STR(PIPE) 10,664 LF $100 $ 1,066,400 17 SAFETY END TREATMENT(BOX CULVERT) 9 EA $13,700 $ 123,300 Drainage Construction Cost Subtotal: $ 17,871,040 .. iail"_k is Item Description INotes IAllowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 450,000 V Traffic Control Plan 1% $ 183,210 V Stormwater Pollution Prevention Plan 1% $ 183,210 Allowance Subtotal: $ 816,421 Drainage and Allowance Subtotal: $ 18,687,461 Construction Contingency: 30% $ 5,606,238 Construction Cost TOTAL: $ 24,293,699 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 24,293,699 Engineering/Survey/Testing: 15% $ 2,803,119 Mobilization 15% $ 2,803,119 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL:1 $ 29,999,937 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi PAPE-DAWSON Stormwater Master Plan r1iENGINEERS Conceptual Level Project Cost Projection 8/23/2023 n Project � • ii Description: Project Number: 4-A Channel improvements along Flynn Parkway;storm drain Potential Funding Sources: improvements along Cobblestone Ln,Oxford Dr,and Philippine SW Utility Fee, Bonds Dr;and culvert improvements at Holly Rd to reduce neighborhood flooding.Drains to project 4-B. Drainage Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 80 STA $2,250 $ 180,000 2 EXCAVATION(CHANNEL) 13,999 CY $40 $ 559,960 3 CUT&RESTORING PAV 6,234 SY $170 $ 1,059,780 4 FLOWABLE BACKFILL 2,791 CY $350 $ 976,850 5 TRENCH EXCAVATION PROTECTION 9,212 LF $10 $ 92,120 6 RIPRAP(CONC) 56 CY $800 $ 44,800 7 JUNCTION BOX 12 EA $10,000 $ 120,000 8 5'x5'SBC 430 LF $840 $ 361,200 9 6'x4'SBC 881 LF $875 $ 770,875 10 6'x5'SBC 2,841 LF $890 $ 2,528,490 11 7'x7'SBC 399 LF $960 $ 383,040 12 8'x7'SBC 55 LF $1,010 $ 55,550 13 CURB INLET(10') 31 EA $9,525 $ 295,275 14 REMOVE STR(PIPE) 4,152 LF $100 $ 415,200 15 SAFETY END TREATMENT(BOX CULVERT) 7 EA $13,700 $ 95,900 Drainage Construction Cost Subtotal: $ 7,939,040 Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 210,000 V Traffic Control Plan 1% $ 81,490 V Stormwater Pollution Prevention Plan 1% $ 81,490 Allowance Subtotal: $ 372,981 Drainage and Allowance Subtotal: $ 8,312,021 Construction Contingency: 30% $ 2,493,606 Construction Cost TOTAL: $ 10,805,627 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 10,805,627 Engineering/Survey/Testing: 15% $ 1,246,803 Mobilization 15% $ 1,246,803 ROW/Easement Acquisition: LS $ 50,000 Project Cost TOTAL:1 $ 13,349,233 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi PAPE-DAWSON Stormwater Master Plan r1iENGINEERS Conceptual Level Project Cost Projection 8/23/2023 n Project � • 71 ��,'ttti�y Description: Project Number: 4-13 Channel improvements along Shea Parkway and Flynn Parkway Potential Funding Sources: to Saratoga Blvd;and storm drain improvements along Killarmet SW Utility Fee, Bonds Dr to reduce neighborhood flooding.Accepts runoff from project 4-A. Drainage Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 84 STA $2,250 $ 189,000 2 EXCAVATION(CHANNEL) 45,418 CY $40 $ 1,816,720 3 CUT&RESTORING PAV 2,345 SY $170 $ 398,650 4 FLOWABLE BACKFILL 1,020 CY $350 $ 357,000 5 TRENCH EXCAVATION PROTECTION 3,668 LF $10 $ 36,680 6 RIPRAP(CONC) 16 CY $800 $ 12,800 7 JUNCTION BOX 5 EA $10,000 $ 50,000 8 5'x5'SBC 1,029 LF $840 $ 864,360 9 6'x3'SBC 535 LF $860 $ 460,100 10 6'x4'SBC 270 LF $875 $ 236,250 11 CURB INLET(10') 13 EA $9,525 $ 123,825 12 REMOVE STR(PIPE) 1,834 LF $100 $ 183,400 13 SAFETY END TREATMENT(BOX CULVERT) 2 EA $13,700 $ 27,400 Drainage Construction Cost Subtotal: $ 4,756,185 Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 90,000 V Traffic Control Plan 1% $ 48,462 V Stormwater Pollution Prevention Plan 1% $ 48,462 Allowance Subtotal: $ 186,924 Drainage and Allowance Subtotal: $ 4,943,109 Construction Contingency: 30% $ 1,482,933 Construction Cost TOTAL: $ 6,426,041 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 6,426,041 Engineering/Survey/Testing: 15% $ 741,466 Mobilization 15% $ 741,466 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL:1 $ 8,008,974 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi PAPE-DAWSON Stormwater Master Plan r1iENGINEERS Conceptual Level Project Cost Projection 8/23/2023 on'"M, Description: Project No. 4-D Project Number: 4-D Channel improvements from Saratoga through Acushnet Park Potential Funding Sources: and along Grand Juction Dr to Oso Creek;and storm drain SW Utility Fee, Bonds improvements along Middlecoff Rd and nearby streets to reduce neighborhood flooding.Accepts runoff from projects 4-A,and 4- B. No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 168 STA $2,250 $ 378,000 2 EXCAVATION(CHANNEL) 69,931 CY $40 $ 2,797,240 3 CUT&RESTORING PAV 6,643 SY $170 $ 1,129,310 4 FLOWABLE BACKFILL 3,125 CY $350 $ 1,093,750 5 TRENCH EXCAVATION PROTECTION 8,804 LF $10 $ 88,040 6 RIPRAP(CONC) 48 CY $800 $ 38,400 7 JUNCTION BOX 12 EA $10,000 $ 120,000 8 5'x4'SBC 800 LF $810 $ 648,000 9 6'x3'SBC 1,565 LF $860 $ 1,345,900 10 6'x4'SBC 365 LF $875 $ 319,375 11 9'x6'SBC 75 LF $1,060 $ 79,500 12 9'x8'SBC 215 LF $1,090 $ 234,350 13 10'x6'SBC 1,382 LF $1,110 $ 1,534,020 14 CURB INLET(10') 30 EA $9,525 $ 285,750 15 REMOVE STR(PIPE) 2,730 LF $100 $ 273,000 16 ISAFETY END TREATMENT(BOX CULVERT) 6 EA $13,700 $ 82,200 Drainage Construction Cost Subtotal: $ 10,446,835 Item Description (Notes I Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 180,000 V Traffic Control Plan 1% $ 106,268 V Stormwater Pollution Prevention Plan 1% $ 106,268 Allowance Subtotal: $ 392,537 Drainage and Allowance Subtotal: $ 10,839,372 Construction Contingency: 30% $ 3,251,812 Construction Cost TOTAL: $ 14,091,183 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 14,091,183 Engineering/Survey/Testing: 15% $ 1,625,906 Mobilization 15% $ 1,625,906 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL:1 $ _ NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi PAPE-DAWSON Stormwater Master Plan r1iENGINEERS Conceptual Level Project Cost Projection 8/23/2023 n Project � • ii Description: Project Number: 5-A Storm drain system improvements along Carroll Ln and Waterloo Potential Funding Sources: Dr systems;channel and storm drain improvements along Carroll SW Utility Fee, Bonds Ln to Saratoga Blvd;and culvert improvements at Holly Rd and Kostoryz Rd to reduce neighborhood flooding.Accepts runoff from project 5-B. Drainage Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 200 STA $2,250 $ 450,000 2 EXCAVATION(CHANNEL) 41,887 CY $40 $ 1,675,480 3 CUT&RESTORING PAV 18,143 SY $170 $ 3,084,310 4 FLOWABLE BACKFILL 8,020 CY $350 $ 2,807,000 5 TRENCH EXCAVATION PROTECTION 27,512 LF $10 $ 275,120 6 RIPRAP(CONC) 64 CY $800 $ 51,200 7 JUNCTION BOX 35 EA $10,000 $ 350,000 8 5'X3'SBC 1,600 LF $675 $ 1,080,000 9 5'x4'SBC 2,037 LF $810 $ 1,649,970 10 5'x5'SBC 3,370 LF $840 $ 2,830,800 11 6'x5'SBC 1,914 LF $890 $ 1,703,460 12 6'x6'SBC 2,339 LF $900 $ 2,105,100 13 7'x5'SBC 1,299 LF $920 $ 1,195,080 14 8'x5'SBC 1,197 LF $910 $ 1,089,270 15 CURB INLET(10') 92 EA $9,525 $ 876,300 16 REMOVE STR(PIPE) 11,417 LF $100 $ 1,141,700 17 SAFETY END TREATMENT(BOX CULVERT) 8 EA $13,700 $ 109,600 Drainage Construction Cost Subtotal: $ 22,474,390 .. Item Description INotes IAllowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 570,000 V Traffic Control Plan 1% $ 230,444 V Stormwater Pollution Prevention Plan 1% $ 230,444 Allowance Subtotal: $ 1,030,888 Drainage and Allowance Subtotal: $ 23,505,278 Construction Contingency: 30% $ 7,051,583 Construction Cost TOTAL: $ 30,556,861 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 30,556,861 Engineering/Survey/Testing: 15% $ 3,525,792 Mobilization 15% $ 3,525,792 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL:1 $ 37,708,444 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi PAPE-DAWSON Stormwater Master Plan r1iENGINEERS Conceptual Level Project Cost Projection 8/23/2023 Project • • 7 Description: Project Number: 5-13 Channel and storm drain improvements along Civitan Dr and Potential Funding Sources: Richter St;culvert improvements at Holly Rd;and channel and SW Utility Fee, Bonds storm drain sytem improvements from Holly Rd to Kostoryz Rd to reduce neighborhood flooding.Drains to project 5-A. Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 216 STA $2,250 $ 486,000 2 EXCAVATION(CHANNEL) 42,831 CY $40 $ 1,713,240 3 CUT&RESTORING PAV 11,512 SY $170 $ 1,957,040 4 FLOWABLE BACKFILL 5,216 CY $350 $ 1,825,600 5 TRENCH EXCAVATION PROTECTION 16,596 LF $10 $ 165,960 6 RIPRAP(CONC) 56 CY $800 $ 44,800 7 JUNCTION BOX 21 EA $10,000 $ 210,000 8 5'x5'SBC 2,095 LF $840 $ 1,759,800 9 6'x5'SBC 2,661 LF $890 $ 2,368,290 10 7'x5'SBC 1,380 LF $920 $ 1,269,600 11 7'x6'SBC 1,304 LF $940 $ 1,225,760 12 8'x5'SBC 155 LF $910 $ 141,050 13 8'x7'SBC 622 LF $1,010 $ 628,220 14 9'x8'SBC 81 LF $1,090 $ 88,290 15 CURB INLET(10') 56 EA $9,525 $ 533,400 16 REMOVE STR(PIPE) 6,309 LF $100 $ 630,900 17 SAFETY END TREATMENT(BOX CULVERT) 7 EA $13,700 $ 95,900 Drainage Construction Cost Subtotal: $ 15,143,850 .. Item Description Notes IAllowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 360,000 V Traffic Control Plan 1% $ 155,039 V Stormwater Pollution Prevention Plan 1% $ 155,039 Allowance Subtotal: $ 670,077 Drainage and Allowance Subtotal: $ 15,813,927 Construction Contingency: 30% $ 4,744,178 Construction Cost TOTAL: $ 20,558,105 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 20,558,105 Engineering/Survey/Testing: 15% $ 2,372,089 Mobilization 15% $ 2,372,089 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL:1 $ 25,402,283 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi PAPE-DAWSON Stormwater Master Plan r1iENGINEERS Conceptual Level Project Cost Projection 8/23/2023 n Project �Information: ii Description: Project Number: 6-A Storm drain system improvements along Old Brownsville Rd, Potential Funding Sources: Lawton St,Washington St,and Post Ave;and channel SW Utility Fee, Bonds improvements along Airport Rd and Post Rd to reduce flooding to neighborhoods and businesses. Drainage • •n Cost Projection ?3 No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 238 STA $2,250 $ 535,500 2 EXCAVATION(CHANNEL) 27,418 CY $40 $ 1,096,720 3 CUT&RESTORING PAV 19,387 SY $170 $ 3,295,790 4 FLOWABLE BACKFILL 8,583 CY $350 $ 3,004,050 5 TRENCH EXCAVATION PROTECTION 29,308 LF $10 $ 293,080 6 RIPRAP(CONC) 8 CY $800 $ 6,400 7 JUNCTION BOX 37 EA $10,000 $ 370,000 8 5'X3'SBC 837 LF $675 $ 564,975 9 5'x4'SBC 5,467 LF $810 $ 4,428,270 10 5'x5'SBC 3,130 LF $840 $ 2,629,200 11 6'x5'SBC 2,281 LF $890 $ 2,030,090 12 7'x5'SBC 1,196 LF $920 $ 1,100,320 13 9'x5'SBC 1,743 LF $1,050 $ 1,830,150 14 CURB INLET(10') 98 EA $9,525 $ 933,450 15 REMOVE STR(PIPE) 12,912 LF $100 $ 1,291,200 16 ISAFETY END TREATMENT(BOX CULVERT) 1 EA $13,700 $ 13,700 Drainage Construction Cost Subtotal: $ 23,422,895 Item Description (Notes I Allowance I Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 600,000 V Traffic Control Plan 1% $ 240,229 V Stormwater Pollution Prevention Plan 1% $ 240,229 Allowance Subtotal: $ 1,080,458 Drainage and Allowance Subtotal: $ 24,503,353 Construction Contingency: 30% $ 7,351,006 Construction Cost TOTAL: $ 31,854,359 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 31,854,359 Engineering/Survey/Testing: 15% $ 3,675,503 Mobilization 15% $ 3,675,503 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL:1 $ 39,305,365 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi a r ' Stormwater Master Plan PAPE-DAWSON ENGINEERS Conceptual Level Project Cost Projection 8/23/2023 n i Project -132 � • 1 ■ 1 Project Number: 10-B2 Storm drain system improvements along Lipes Blvd,and Potential Funding Sources: Boardwalk Ave;storm drain and culvert imrovements along SW Utility Fee,Bonds Cimarron Blvd;and channel improvements from Boardwalk Ave to downstream of Cimarron Blvd to reduce neighborhood flooding. . No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 187 STA $2,250 $420,953 2 EXCAVATION(CHANNEL) 39,493 CY $40 $1,579,720 3 CUT&RESTORING PAV 12,984 SY $170 $2,207,280 4 FLOWABLE BACKFILL 5,960 CY $350 $2,085,825 5 TRENCH EXCAVATION PROTECTION 18,202 LF $10 $182,020 6 RIPRAP(CONC) 104 CY $800 $83,200 7 JUNCTION BOX 23 EA $10,000 $230,000 8 6'x4'SBC 1,700 LF $875 $1,487,500 9 6'x5'SBC 3,062 LF $890 $2,725,180 10 7'x4'SBC 83 LF $910 $75,530 11 7'x5'SBC 3,189 LF $920 $2,933,880 12 8'x4'SBC 101 LF $890 $89,890 13 8'x5'SBC 966 LF $910 $879,060 14 CURB INLET(10') 61 EA $9,525 $581,025 15 REMOVE STR(PIPE) 7,881 LF $100 $788,100 16 SAFETY END TREATMENT(BOX CULVERT) 13 EA $13,700 $178,100 Drainage Construction Cost Subtotal: $16,527,263 .11..1-I I . . - Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 390,000 V Traffic Control Plan 1% $ 169,173 V Stormwater Pollution Prevention Plan 1% $ 169,173 Allowance Subtotal: $ 728,345 Drainage and Allowance Subtotal: $ 17,255,608 Construction Contingency: 30% $ 5,176,682 Construction Cost TOTAL: $ 22,432,290 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 22,432,290 Engineering/Survey/Testing: 15% $ 2,588,341 Mobilization 15% $ 2,588,341 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL: $ 27,708,972 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi a r ' Stormwater Master Plan PAPE-DAWSON aENGINEERS Conceptual Level Project Cost Projection 8/23/2023 Project Information: Description: Project No. 10-r Project Number: 10-C Channel improvements from Vaughan Dr to N Oso Parkway and Potential Funding Sources: nearby storm drain improvements to reduce neighborhood SW Utility Fee,Bonds flooding. No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 93 STA $2,250 $209,070 2 EXCAVATION(CHANNEL) 10,499 CY $40 $419,960 3 CUT&RESTORING PAV 4,421 SY $170 $751,519 4 FLOWABLE BACKFILL 1,975 CY $350 $691,390 5 TRENCH EXCAVATION PROTECTION 6,560 LF $10 $65,600 6 RIPRAP(CONC) 72 CY $800 $57,600 7 JUNCTION BOX 9 EA $10,000 $90,000 8 5'x4'SBC 458 LF $810 $370,980 9 6'x3'SBC 396 LF $860 $340,560 10 6'x4'SBC 1,507 LF $875 $1,318,625 11 6'x5'SBC 789 LF $890 $702,210 12 8'x4'SBC 66 LF $890 $58,740 13 10'x5'SBC 128 LF $1,075 $137,600 14 CURB INLET(10') 22 EA $9,525 $209,550 15 REMOVE STR(PIPE) 3,195 LF $100 $319,500 16 SAFETY END TREATMENT(BOX CULVERT) 9 EA $13,700 $123,300 Drainage Construction Cost Subtotal: $5,866,204 Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 150,000 V Traffic Control Plan 1% $ 60,162 V Stormwater Pollution Prevention Plan 1% $ 60,162 Allowance Subtotal: $ 270,324 Drainage and Allowance Subtotal: $ 6,136,528 Construction Contingency: 30% $ 1,840,959 Construction Cost TOTAL: $ 7,977,487 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 7,977,487 Engineering/Survey/Testing: 15% $ 920,479 Mobilization 15% $ 920,479 ROW/Easement Acquisition: LS $ 50,000 Project Cost TOTAL: $ NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. = " , City of Corpus Christi PAPE-DAWSON Stormwater Master Plan ��ENG/NEERS Conceptual Level Project Cost Projection 8/23/2023 Description: Project No. nn Project Number: 10-D Storm drain improvements along Brooke Rd and Airline Rd; Potential Funding Sources: channel improvements along Brooke Rd;and channel and SW Utility Fee,Bonds improvements from near Cimarron Blvd to Oso Bay including culvert improvements at Rodd Field Rd to reduce neighborhood flooding. Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 193 STA $2,250 $435,038 2 EXCAVATION(CHANNEL) 65,161 CY $40 $2,606,440 3 CUT&RESTORING PAV 10,001 SY $170 $1,700,238 4 FLOWABLE BACKFILL 4,826 CY $350 $1,688,995 5 TRENCH EXCAVATION PROTECTION 12,434 LF $10 $124,340 6 RIPRAP(CONC) 40 CY $800 $32,000 7 JUNCTION BOX 16 EA $10,000 $160,000 8 5'X2'SBC 854 LF $700 $597,800 9 6'x3'SBC 700 LF $860 $602,000 10 7'x4'SBC 1 1,611 1 LF $910 1 $1,466,010 11 8'x4'SBC 100 LF $890 $89,000 12 10'x7'SBC 2,952 LF $1,125 $3,321,000 13 CURB INLET(10') 42 EA $9,525 $400,050 14 SAFETY END TREATMENT(BOX CULVERT) 5 EA $13,700 $68,500 Drainage Construction Cost Subtotal: $13,291,411 ComponentMajor Construction Item Description INotes I Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 270,000 V Traffic Control Plan 1% $ 135,614 V Stormwater Pollution Prevention Plan 1% $ 135,614 Allowance Subtotal: $ 541,228 Drainage and Allowance Subtotal: $ 13,832,639 Construction Contingency: 30% $ 4,149,792 Construction Cost TOTAL: $ 17,982,430 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 17,982,430 Engineering/Survey/Testing: 15% $ 2,074,896 Mobilization 15% $ 2,074,896 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL: $ 22,232,222 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi a r ' Stormwater Master Plan PAPE-DAWSON ENGINEERS Conceptual Level Project Cost Projection 8/23/2023 Project • • 7 }7 ■- Project Number: 11-A Channel and storm drain system improvements along Williams Potential Funding Sources: Dr from current Williams Ditch project upstream to Staples St to SW Utility Fee,Bonds reduce flooding for neighborhoods and businesses. Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 122 STA $2,250 $274,500 2 EXCAVATION(CHANNEL) 9,265 CY $40 $370,600 3 CUT&RESTORING PAV 17,242 SY $170 $2,931,140 4 FLOWABLE BACKFILL 8,655 CY $350 $3,029,250 5 TRENCH EXCAVATION PROTECTION 19,166 LF $10 $191,660 6 RIPRAP(CONC) 24 CY $800 $19,200 7 JUNCTION BOX 24 EA $10,000 $240,000 8 7'x5'SBC 965 LF $920 $887,800 9 7'x6'SBC 854 LF $940 $802,760 10 7'x7'SBC 1 106 1 LF $960 1 $101,760 11 8'x7'SBC 1,403 LF $1,010 $1,417,030 12 9'x7'SBC 666 LF $1,075 $715,950 13 10'x7'SBC 3,020 LF $1,125 $3,397,500 14 10'x9'SBC 30 LF $1,160 $34,800 15 12'x7'SBC 2,539 LF $1,190 $3,021,410 16 ICURB INLET(10') 64 EA $9,525 $609,600 17 SAFETY END TREATMENT(BOX CULVERT) 3 EA $13,700 $41,100 Drainage Construction Cost Subtotal: $18,086,060 Item Description Notes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 390,000 V Traffic Control Plan 1% $ 184,761 V Stormwater Pollution Prevention Plan 1% $ 184,761 Allowance Subtotal: $ 759,521 Drainage and Allowance Subtotal: $ 18,845,581 Construction Contingency: 30% $ 5,653,674 Construction Cost TOTAL: $ 24,499,255 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 24,499,255 Engineering/Survey/Testing: 15% $ 2,826,838 Mobilization 15% $ 2,826,838 ROW/Easement Acquisition: LS $ 50,000 Project Cost TOTAL:1 $ 30,202,930 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi a r ' Stormwater Master Plan PAPE-DAWSON aENGINEERS Conceptual Level Project Cost Projection 8/23/2023 n ni Project • • iii Description: Project Number: 12-A Storm drain improvements along Gollihar Rd and S.Staples St; Potential Funding Sources: and channel improvements from Airline Rd to Oso Municipal Golf SW Utility Fee,Bonds Course to relieve flooding for neighborhoods and businesses. Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 65 STA $2,250 $146,250 2 CUT&RESTORING PAV 9,174 SY $170 $1,559,580 3 FLOWABLE BACKFILL 4,196 CY $350 $1,468,600 4 TRENCH EXCAVATION PROTECTION 12,960 LF $10 $129,600 5 JUNCTION BOX 17 EA $10,000 $170,000 6 5'x5'SBC 552 LF $840 $463,680 7 6'x5'SBC 3,584 LF $890 $3,189,760 8 6'x6'SBC 323 LF $900 $290,700 9 8'x5'SBC 2,021 LF $910 $1,839,110 10 ICURB INLET(10') 44 EA $9,525 $419,100 11 REMOVE STR(PIPE) 4,834 LF $100 $483,400 Drainage Construction Cost Subtotal: $10,159,780 I LTAFTNT111LO=.I rim .I .. Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 270,000 V Traffic Control Plan 1% $ 104,298 V Stormwater Pollution Prevention Plan 1% $ 104,298 Allowance Subtotal: $ 478,596 Drainage and Allowance Subtotal: $ 10,638,376 Construction Contingency: 30% $ 3,191,512 Construction Cost TOTAL: $ 13,829,888 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 13,829,888 Engineering/Survey/Testing: 15% $ 1,595,757 Mobilization 15% $ 1,595,757 ROW/Easement Acquisition: LS $ 25,000 Project Cost TOTAL:1 $ 17,046,401 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. = " , City of Corpus Christi PAPE-DAWSON Stormwater Master Plan ��ENG/NEERS Conceptual Level Project Cost Projection 8/23/2023 nn ni • • i% iii Description: Project Number: 12-B Storm drain system improvements along Shephard Dr and across Potential Funding Sources: Whitaker Dr and Cleopatra Dr to reduce neighborhood flooding. SW Utility Fee,Bonds Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 47 STA $2,250 $105,750 2 EXCAVATION(CHANNEL) 6,181 CY $40 $247,237 3 CUT&RESTORING PAV 2,175 SY $170 $369,750 4 FLOWABLE BACKFILL 912 CY $350 $319,200 5 TRENCH EXCAVATION PROTECTION 3,630 LF $10 $36,300 6 RIPRAP(CONC) 96 CY $800 $76,800 7 RC PIPE(36 IN) 431 LF $300 $129,300 8 RC PIPE(48 IN) 430 LF $450 $193,500 9 JUNCTION BOX 5 EA $10,000 $50,000 10 6'x4'SBC 1 404 1 LF $875 1 $353,500 11 6'x5'SBC 550 LF $890 $489,500 12 CURB INLET(10') 13 EA $9,525 $123,825 13 REMOVE STR(PIPE) 1,759 LF $100 $175,900 14 SAFETY END TREATMENT(36"TO 60") 2 EA $9,100 $18,200 15 SAFETY END TREATMENT(BOX CULVERT) 10 EA $13,700 $137,000 Drainage Construction Cost Subtotal: $2,825,762 • .. .. Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 90,000 V Traffic Control Plan 1% $ 29,158 V Stormwater Pollution Prevention Plan 1% $ 29,158 Allowance Subtotal: $ 148,315 Drainage and Allowance Subtotal: $ 2,974,077 Construction Contingency: 30% $ 892,224 Construction Cost TOTAL: $ 3,866,301 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 3,866,301 Engineering/Survey/Testing: 15% $ 446,112 Mobilization 15% $ 446,112 ROW/Easement Acquisition: LS $ 50,000 Project Cost TOTAL:1 $ 4,808,524 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. = " , City of Corpus Christi PAPE-DAWSON Stormwater Master Plan ��ENG/NEERS Conceptual Level Project Cost Projection 8/23/2023 nn • - , • i% Description: Project Number: 12-C Storm drain system improvements along Alameda from Ronson Potential Funding Sources: Dr to Glenmore Street to reduce neighborhood and street SW Utility Fee,Bonds flooding. Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 48 STA $2,250 $108,000 2 CUT&RESTORING PAV 6,711 SY $170 $1,140,870 3 FLOWABLE BACKFILL 3,055 CY $350 $1,069,250 4 TRENCH EXCAVATION PROTECTION 9,578 LF $10 $95,780 5 RIPRAP(CONC) 8 CY $800 $6,400 6 JUNCTION BOX 12 EA $10,000 $120,000 7 5'x5'SBC 1,819 LF $840 $1,527,960 8 6'x5'SBC 1,010 LF $890 $898,900 9 8'x5'SBC 1,960 LF $910 $1,783,600 10 ICURB INLET(10') 32 EA $9,525 $304,800 11 IREMOVE STR(PIPE) 1,960 LF $100 $196,000 12 ISAFETY END TREATMENT(BOX CULVERT) 1 EA $13,700 $13,700 Drainage Construction Cost Subtotal: $7,265,260 ComponentMajor Construction Item Description Notes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 210,000 V Traffic Control Plan 1% $ 74,753 V Stormwater Pollution Prevention Plan 1% $ 74,753 Allowance Subtotal: $ 359,505 Drainage and Allowance Subtotal: $ 7,624,765 Construction Contingency: 30% $ 2,287,430 Construction Cost TOTAL: $ 9,912,195 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 9,912,195 Engineering/Survey/Testing: 15% $ 1,143,715 Mobilization 15% $ 1,143,715 ROW/Easement Acquisition: LS $ 25,000 Project Cost TOTAL:1 $ 12,224,624 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi a r ' Stormwater Master Plan PAPE-DAWSON aENGINEERS Conceptual Level Project Cost Projection 8/23/2023 u • - � • ii Description: Project Number: 13-A Storm drain system improvements along S.Port Ave,across Potential Funding Sources: Crosstown Expressway,and along Shely St;and culvert and SW Utility Fee,Bonds storm drain improvements along Logan and Louisiana to reduce flooding west of Crossown and near Staples and Brownlee. Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 124 STA $2,250 $279,473 2 CUT&RESTORING PAV 17,889 SY $170 $3,041,062 3 FLOWABLE BACKFILL 8,245 CY $350 $2,885,820 4 TRENCH EXCAVATION PROTECTION 24,842 LF $10 $248,420 5 RC PIPE(54 IN) 1,000 LF $525 $525,000 6 JUNCTION BOX 32 EA $10,000 $320,000 7 5'x4'SBC 383 LF $810 $310,230 8 6'x3'SBC 615 LF $860 $528,900 9 6'x4'SBC 1,199 LF $875 $1,049,125 10 6'x5'SBC 425 1 LF $890 1 $378,250 11 7'x5'SBC 3,101 LF $920 $2,852,920 12 7'x6'SBC 3,942 LF $940 $3,705,480 13 8'x6'SBC 348 LF $940 $327,120 14 8'x7'SBC 1,408 LF $1,010 $1,422,080 15 CURB INLET(10') 83 EA $9,525 $790,575 16 REMOVE STR(PIPE) 10,665 LF $100 $1,066,500 Drainage Construction Cost Subtotal: $19,730,955 .11.. Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 510,000 V Traffic Control Plan 1% $ 202,410 V Stormwater Pollution Prevention Plan 1% $ 202,410 Allowance Subtotal: $ 914,819 Drainage and Allowance Subtotal: $ 20,645,774 Construction Contingency: 30% $ 6,193,732 Construction Cost TOTAL: $ 26,839,506 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 26,839,506 Engineering/Survey/Testing: 15% $ 3,096,866 Mobilization 15% $ 3,096,866 ROW/Easement Acquisition: LS $ 200,000 Project Cost TOTAL: $ 33,233,238 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi a r ' Stormwater Master Plan PAPE-DAWSON aENGINEERS Conceptual Level Project Cost Projection 8/23/2023 Project • Y Description: Project Number: 13-C Culvert and channel improvements along Brawner Pkwy from Potential Funding Sources: Ramsey St to Corpus Christi Bay;and storm drain system SW Utility Fee,Bonds improvements along S Staples St from Buccaneer Dr to Brawner to relieve neighborhood flooding. No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 125 STA $2,250 $281,610 2 EXCAVATION(CHANNEL) 34,955 CY $40 $1,398,200 3 CUT&RESTORING PAV 21,335 SY $170 $3,626,865 4 FLOWABLE BACKFILL 10,515 CY $350 $3,680,075 5 TRENCH EXCAVATION PROTECTION 25,032 LF $10 $250,320 6 JUNCTION BOX 32 EA $10,000 $320,000 7 5'x4'SBC 518 LF $810 $419,580 8 6'x4'SBC 654 LF $875 $572,250 9 6'x5'SBC 2,363 LF $890 $2,103,070 10 10'x8'SBC 3,488 LF $1,130 $3,941,440 11 10'x9'SBC 2,809 LF $1,160 $3,258,440 12 10'x10'SBC 2,684 LF $1,200 $3,220,800 13 CURB INLET(10') 84 EA $9,525 $800,100 14 REMOVE STR(PIPE) 7,070 LF $100 $707,000 Drainage Construction Cost Subtotal: $24,579,750 ComponentMajor Construction Item Description INotes I Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 510,000 V Traffic Control Plan 1% $ 250,898 V Stormwater Pollution Prevention Plan 1% $ 250,898 Allowance Subtotal: $ 1,011,795 Drainage and Allowance Subtotal: $ 25,591,545 Construction Contingency: 30% $ 7,677,464 Construction Cost TOTAL: $ 33,269,009 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 33,269,009 Engineering/Survey/Testing: 15% $ 3,838,732 Mobilization 15% $ 3,838,732 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL: $ 41,046,472 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi Stormwater Master Plan J SON PAPPAPE-DAW -DAW " Conceptual Level Project Cost Projection rai 8/23/2023 Description: Project No. Project Number: 13-D Storm drain system improvements along Gollihar Rd,Weber Rd, Potential Funding Sources: McArdle Rd,and Carmel Pkwy;and culvert improvements along SW Utility Fee,Bonds Carmel Pkwy to relive neighborhood flooding. No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 244 STA $2,250 $548,123 2 CUT&RESTORING PAV 38,130 SY $170 $6,482,117 3 FLOWABLE BACKFILL 18,201 CY $350 $6,370,350 4 TRENCH EXCAVATION PROTECTION 48,722 LF $10 $487,220 5 RC PIPE(54 IN) 312 LF $525 $163,800 6 RC PIPE(60 IN) 3,083 LF $600 $1,849,800 7 JUNCTION BOX 61 EA $10,000 $610,000 8 5'x5'SBC 396 LF $840 $332,640 9 6'x3'SBC 614 LF $860 $528,040 10 6'x5'SBC 4,986 LF $890 $4,437,540 11 6'x6'SBC 1,798 1 LF 1 $900 $1,618,200 12 7'x5'SBC 503 LF $920 $462,760 13 7'x6'SBC 1,704 LF $940 $1,601,760 14 8'x5'SBC 543 LF $910 $494,130 15 8'x6'SBC 343 LF $940 $322,420 16 8'x7'SBC 1,697 LF $1,010 $1,713,970 17 8'x8'SBC 78 LF $990 $77,220 18 9'x8'SBC 1,517 LF $1,090 $1,653,530 19 10'x9'SBC 1,501 LF $1,160 $1,741,160 20 10'x10'SBC 1,160 LF $1,200 $1,392,000 21 11'x10'SBC 1,868 LF $1,240 $2,316,320 22 12'x10'SBC 724 LF $1,220 $883,280 23 12'x11'SBC 1,534 LF $1,250 $1,917,500 24 CURB INLET(10') 163 EA $9,525 $1,552,575 25 REMOVE STR(PIPE) 12,227 LF $100 $1,222,700 Drainage Construction Cost Subtotal: $40,779,155 Item Description Notes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 990,000 V Traffic Control Plan 1% $ 417,692 V Stormwater Pollution Prevention Plan 1% $ 417,692 Allowance Subtotal: $ 1,825,383 Drainage and Allowance Subtotal: $ 42,604,538 Construction Contingency: 30% $ 12,781,361 Construction Cost TOTAL: $ 55,385,899 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 55,385,899 Engineering/Survey/Testing: 15% $ 6,390,681 Mobilization 15% $ 6,390,681 ROW/Easement Acquisition: LS $ 150,000 Project Cost TOTAL:I $ 68,317,260 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi a r ' Stormwater Master Plan PAPE-DAWSON aENGINEERS Conceptual Level Project Cost Projection 8/23/2023 u Project �Information: i Description: Project Number: 13-E Channel improvements along Carmel Pkwy from S.Staples St to Potential Funding Sources: Corpus Christi Bay;and storm drain improvements along Santa SW Utility Fee,Bonds Fe St to reduce neighborhood flooding.Accepts runoff from project 13-D. Drainage Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 74 STA $2,250 $165,668 2 EXCAVATION(CHANNEL) 19,222 CY $40 $768,880 3 CUT&RESTORING PAV 2,317 SY $170 $393,958 4 FLOWABLE BACKFILL 1,120 CY $350 $392,140 5 TRENCH EXCAVATION PROTECTION 2,866 LF $10 $28,660 6 JUNCTION BOX 4 EA $10,000 $40,000 7 6'x5'SBC 406 LF $890 $361,340 8 9'x5'SBC 1,027 LF $1,050 $1,078,350 9 CURB INLET(10') 10 EA $9,525 $95,250 10 REMOVE STR(PIPE) 2,866 LF $100 $286,600 Drainage Construction Cost Subtotal: $3,610,846 .. Item Description INotes IAllowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 60,000 V Traffic Control Plan 1% $ 36,709 V Stormwater Pollution Prevention Plan 1% $ 36,709 Allowance Subtotal: $ 133,417 Drainage and Allowance Subtotal: $ 3,744,263 Construction Contingency: 30% $ 1,123,279 Construction Cost TOTAL: $ 4,867,541 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 4,867,541 Engineering/Survey/Testing: 15% $ 561,640 Mobilization 15% $ 561,640 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL: $ 6,090,820 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. = " , City of Corpus Christi PAPE-DAWSON Stormwater Master Plan ��ENG/NEERS Conceptual Level Project Cost Projection 8/23/2023 nn • - , • i% Description: Project Number: 13-F Storm drain improvements along Ashland Dr and Airline Rd from Potential Funding Sources: S Alameda St to Corpus Christi Bay to relieve neighborhood SW Utility Fee,Bonds flooding. No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 75 STA $2,250 $169,268 2 CUT&RESTORING PAV 10,485 SY $170 $1,782,501 3 FLOWABLE BACKFILL 4,761 CY $350 $1,666,420 4 TRENCH EXCAVATION PROTECTION 15,046 LF $10 $150,460 5 RIPRAP(CONC) 16 CY $800 $12,800 6 JUNCTION BOX 19 EA $10,000 $190,000 7 6'x5'SBC 5,076 LF $890 $4,517,640 8 7'x5'SBC 2,447 LF $920 $2,251,240 9 CURB INLET(10') 51 EA $9,525 $485,775 10 REMOVE STR(PIPE) 10,710 LF $100 $1,071,000 11 SAFETY END TREATMENT(BOX CULVERT) 2 EA $13,700 $27,400 Drainage Construction Cost Subtotal: $12,324,504 -. .. Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 330,000 V Traffic Control Plan 1% $ 126,545 V Stormwater Pollution Prevention Plan 1% $ 126,545 Allowance Subtotal: $ 583,090 Drainage and Allowance Subtotal: $ 12,907,594 Construction Contingency: 30% $ 3,872,278 Construction Cost TOTAL: $ 16,779,872 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 16,779,872 Engineering/Survey/Testing: 15% $ 1,936,139 Mobilization 15% $ 1,936,139 ROW/Easement Acquisition: LS $ 50,000 Project Cost TOTAL:1 $ 20,702,150 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi a r ' Stormwater Master Plan PAPE-DAWSON ENGINEERS Conceptual Level Project Cost Projection 8/23/2023 Project Information: Description: Project No. 14 u i Project Number: 14-A2 Storm drain system improvements along S. 19th St from Hospital Potential Funding Sources: St to Comanche St to relieve neighborhood flooding. Drains SW Utility Fee,Bonds toward downtown system with storm water pump station. Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 71 STA $2,250 $159,750 2 EXCAVATION(CHANNEL) 1,211 CY $40 $48,440 3 CUT&RESTORING PAV 9,120 SY $170 $1,550,400 4 FLOWABLE BACKFILL 3,982 CY $350 $1,393,700 5 TRENCH EXCAVATION PROTECTION 14,166 LF $10 $141,660 6 JUNCTION BOX 18 EA $10,000 $180,000 7 5'X3'SBC 1,485 LF $675 $1,002,375 8 5'x4'SBC 868 LF $810 $703,080 9 5'x5'SBC 1,137 LF $840 $955,080 10 6'x5'SBC 3,593 1 LF $890 1 $3,197,770 11 CURB INLET(10') 48 EA $9,525 $457,200 12 REMOVE STR(PIPE) 7,083 LF $100 $708,300 Drainage Construction Cost Subtotal: $10,497,755 Component Item Description Notes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 300,000 V Traffic Control Plan 1% $ 107,978 V Stormwater Pollution Prevention Plan 1% $ 107,978 Allowance Subtotal: $ 515,955 Drainage and Allowance Subtotal: $ 11,013,710 Construction Contingency: 30% $ 3,304,113 Construction Cost TOTAL: $ 14,317,823 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 14,317,823 Engineering/Survey/Testing: 15% $ 1,652,057 Mobilization 15% $ 1,652,057 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL:1 $ 17,721,936 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. City of Corpus Christi a r ' Stormwater Master Plan PAPE-DAWSON ENGINEERS Conceptual Level Project Cost Projection 8/23/2023 Project Information: Description: Project No. 14-B n ni Project Number: 14-B Storm drain system improvements along Old Robstown Rd and Potential Funding Sources: Nueces Bay Blvd from Liberty Dr to 137 to relieve flooding for SW Utility Fee, Bonds neighborhoods and businesses. Drainage • •n Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 103 STA $2,250 $ 231,750 2 CUT&RESTORING PAV 15,336 SY $170 $ 2,607,120 3 FLOWABLE BACKFILL 7,188 CY $350 $ 2,515,800 4 TRENCH EXCAVATION PROTECTION 20,498 LF $10 $ 204,980 5 RC PIPE(48 IN) 1,531 LF $450 $ 688,950 6 JUNCTION BOX 26 EA $10,000 $ 260,000 7 5'X3'SBC 306 LF $675 $ 206,550 8 5'x4'SBC 346 LF $810 $ 280,260 9 5'x5'SBC 1,531 LF $840 $ 1,286,040 10 6'x3'SBC 322 LF $860 $ 276,920 11 6'x4'SBC 351 LF $875 $ 307,125 12 6'x5'SBC 1,470 LF $890 $ 1,308,300 13 8'x5'SBC 582 LF $910 $ 529,620 14 8'x8'SBC 107 LF $990 $ 105,930 15 9'x8'SBC 539 LF $1,090 $ 587,510 16 10'x5'SBC 517 LF $1,075 $ 555,775 17 10'x8'SBC 1,515 LF $1,130 $ 1,711,950 18 11'x8'SBC 604 LF $1,175 $ 709,700 19 12'x6'SBC 528 LF $1,175 $ 620,400 20 ICURB INLET(10') 69 EA $9,525 $ 657,225 21 REMOVE STR(PIPE) 6,299 LF $100 $ 629,900 Drainage Construction Cost Subtotal: $ 16,281,805 Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 420,000 V Traffic Control Plan 1% $ 167,018 V Stormwater Pollution Prevention Plan 1% $ 167,018 Allowance Subtotal: $ 754,036 Drainage and Allowance Subtotal: $ 17,035,841 Construction Contingency: 30% $ 5,110,752 Construction Cost TOTAL: $ 22,146,593 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 22,146,593 Engineering/Survey/Testing: 15% $ 2,555,376 Mobilization 15% $ 2,555,376 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL:1 $ 27,357,346 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. = " , City of Corpus Christi PAPE-DAWSON Stormwater Master Plan ��ENG/NEERS Conceptual Level Project Cost Projection 9/7/2023 Description: Project No. 147— Project Number: 14-C Storm drain system improvements along S.Brownlee Blvd and Potential Funding Sources: Marguerite St from 16th St to King St to relieve neighborhood SW Utility Fee, Bonds flooding.Drains toward downtown system with storm water pump station. Drainage Construction • • • No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 54 STA $2,250 $ 121,500 2 EXCAVATION(CHANNEL) 6,303 CY $40 $ 252,120 3 CUT&RESTORING PAV 5,927 SY $170 $ 1,007,590 4 FLOWABLE BACKFILL 2,523 CY $350 $ 883,050 5 TRENCH EXCAVATION PROTECTION 9,642 LF $10 $ 96,420 7 JUNCTION BOX 13 EA $10,000 $ 130,000 8 5'X3'SBC 3,065 LF $675 $ 2,068,875 9 5'x4'SBC 2,014 LF $810 $ 1,631,340 11 6'x4'SBC 265 LF $875 $ 231,875 12 ICURB INLET(10') 33 EA $9,525 $ 314,325 13 REMOVE STR(PIPE) 4,556 LF I $100 I $ 455,600 Drainage Construction Cost Subtotal: $ 7,192,695 ComponentMajor Construction Item Description Notes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 210,000 V Traffic Control Plan 1% $ 74,027 V Stormwater Pollution Prevention Plan 1% $ 74,027 Allowance Subtotal: $ 358,054 Drainage and Allowance Subtotal: $ 7,550,749 Construction Contingency: 30% $ 2,265,225 Construction Cost TOTAL: $ 9,815,974 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 9,815,974 Engineering/Survey/Testing: 15% $ 1,132,612 Mobilization 15% $ 1,132,612 ROW/Easement Acquisition: LS $ 100,000 Project Cost TOTAL:1 $ 12,181,198 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design. = " , City of Corpus Christi PAPE-DAWSON Stormwater Master Plan ��ENG/NEERS Conceptual Level Project Cost Projection 8/23/2023 • r" • X11 "z,v»> _scron: �� o. Project Number: 15-D1 Storm drain improvements along McKinzie,Mayfield Dr and Potential Funding Sources: Starlite Ln,and Tumbleweed Dr and Rockwood St;and channel SW Utility Fee, Bonds improvements from Rockwood St to Leopard to reduce flooding for neighborhoods and businesses. Drainage Construction Cost Projection No. Item Description Quantity Unit Unit Price Item Cost 1 PREPARING ROW 135 STA $2,250 $ 303,750 2 EXCAVATION(CHANNEL) 89,911 CY $40 $ 3,596,440 3 CUT&RESTORING PAV 7,822 SY $170 $ 1,329,740 4 FLOWABLE BACKFILL 3,411 CY $350 $ 1,193,850 5 TRENCH EXCAVATION PROTECTION 12,176 LF $10 $ 121,760 6 RIPRAP(CONC) 40 CY $800 $ 32,000 7 JUNCTION BOX 16 EA $10,000 $ 160,000 8 5'X3'SBC 542 LF $675 $ 365,850 9 5'x4'SBC 262 LF $810 $ 212,220 10 5'x5'SBC 2,330 LF $840 $ 1,957,200 11 6'x3'SBC 1,374 LF $860 $ 1,181,640 12 6'x4'SBC 932 LF $875 $ 815,500 13 6'x5'SBC 648 LF $890 $ 576,720 14 CURB INLET(10') 41 EA $9,525 $ 390,525 15 IREMOVE STR(PIPE) 6,007 LF $100 $ 600,700 16 ISAFETY END TREATMENT(BOX CULVERT) 5 EA $13,700 $ 68,500 Drainage Construction Cost Subtotal: $ 12,906,395 Item Description INotes Allowance Item Cost Utility Adjustments 1 per 750'@$30K Each LS $ 270,000 V Traffic Control Plan 1% $ 131,764 V Stormwater Pollution Prevention Plan 1% $ 131,764 Allowance Subtotal: $ 533,528 Drainage and Allowance Subtotal: $ 13,439,923 Construction Contingency: 30% $ 4,031,977 Construction Cost TOTAL: $ 17,471,900 Impact Fee Project Cost Summary Item Description Notes: Allowance Item Cost Construction: 0% $ 17,471,900 Engineering/Survey/Testing: 15% $ 2,015,988 Mobilization 15% $ 2,015,988 ROW/Easement Acquisition: LS $ 200,000 Project Cost TOTAL:1 $ 21,703,877 NOTE:These planning level cost projections listed in this appendix have been developed based on 2023 costs and do not account for inflation beyond 2023.Additional cost estimating will be required during detailed design.