Loading...
HomeMy WebLinkAboutC2018-307 - 5/22/2018 - Approved Dc 2018024813 PARTICIPATION AGREEMENT FOR OVERSIZING STATE OF TEXAS § COUNTY OF NUECES § This PARTICIPATION AGREEMENT ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipal corporation, acting by and through its City Manager or designee and MPM Development, LP., ("Developer/Owner"), a Texas Limited Partnership. WHEREAS, the Owner owns certain real property located in Corpus Christi, Nueces County, Texas, being a 15.454 acre tract of land, more or less, a portion of Lots 24, 25 and 26 Section 25, Flour Bluff and Encinal Farm and Garden Tracts (the "Property"), and the Owner desires to develop and plat the Property designated on Exhibit 1 of this Agreement, which exhibit is attached to and incorporated in this Agreement by reference, to be known as Starlight Estates Unit 1 ("Plat"); WHEREAS, as a condition of the Plat, the Owner is required to remove and replace an existing bridge at the intersection of Yorktown Boulevard and Starry Road as depicted on and in accordance with the improvement requirements (the "Project") set forth in Exhibit 2, which exhibit is attached to and incorporated in this Agreement; WHEREAS, it is in the best interests of the City to have the public infrastructure installed by the Developer/Owner in conjunction with the Owner's final Plat; WHEREAS, Texas Local Government Code §212.072 authorizes a municipality to participate up to 100 percent of the total cost for any oversizing of improvements required by the municipality, including but not limited to increased capacity of improvements to anticipate other future development in the area; and WHEREAS, this Agreement is made pursuant to the Texas Local Government Code Chapter 212 and Article 8, Section 8.4.1, of the Unified Development Code of the City of Corpus Christi. NOW, THEREFORE, in order to provide a coordinated public street construction and improvement project, the City and the Owner agree as follows: Section 1. RECITALS. The parties agree that the language contained in the recitals of this Agreement is substantive in nature, is incorporated into this Agreement by reference, and has been relied on by both parties in entering into and executing this Agreement. Section 2. DEVELOPER/OWNER PARTICIPATION. Developer/Owner agrees to pay for all -rete rclatAri to the design and construction of the Project (the "Project Costs") in accordance 2018-307 5/22/18 Page 1 of 11 Res. 031436 MPM Development LP INDEXED with the design plans as approved in writing by the City's Director of Development Services or designee prior to contract award. The parties acknowledge and confirm the total cost for the Project of$67,160.50, which is attached to and incorporated in this Agreement as Exhibit 3 (the "Project Cost"). Developer/Owner shall award a contract for the Project and shall substantially complete construction of the Project on or before the expiration of 24 calendar months measured from the date this document is executed by the City. Pursuant to Texas Local Government Code §212.072(b)(1), Developer/Owner need not comply with the competitive sealed bidding procedure set forth in Chapter 252 of the Texas Local Government Code with respect to the award of contract for the Project. Section 3. CITY PARTICIPATION. The City agrees to reimburse Developer/Owner in an amount equal to 90% of the Project Costs, not to exceed $60,444.45, conditioned upon Developer/Owner constructing the Project pursuant to the design plans previously approved by the City. Anything in excess or more elaborate than the City's requirements will be at the Developer/Owner's sole expense. Section 4. REIMBURSEMENT. The City shall reimburse the Developer/Owner a pro rata portion of the City's agreed costs of the Project monthly, based on the percentage of construction completed less the Developer/Owner's pro rata portion and contingent upon submission to the City of an invoice for the work performed. The invoices must be paid by the City no later than thirty (30) days following receipt of each monthly invoice. Such reimbursement will be made payable to the Developer/Owner at the address shown in section 13 of this Agreement. Section 5. PERFORMANCE BOND. In accordance with the Texas Local Government Code §212.073, the Developer/Owner shall execute a performance bond for the construction of removing and replacing the existing bridge to ensure completion of the project. The bond must be executed by a corporate surety in accordance with Chapter 2253 of the Texas Government Code. The Owner shall submit proof of the required performance bonds to the City. Section 6. INSURANCE. Insurance requirements are as stated in Exhibit 4, the content of which is incorporated by reference into this Agreement as if fully set out here in its entirety. Before performance can begin under this Agreement, the Contractor must deliver a certificate of insurance ("COI"), as proof of the required insurance coverages, to the City's Risk Manager and Development Services Department. Additionally, the COI must state that the City will be given at least 30 days' advance written notice of cancellation, material change in coverage, or intent not to renew any of the policies. The City must be named as an additional insured. The City Attorney must be given copies of all insurance policies within 10 days of the City Manager's written request. Section 7. CONSTRUCTION CONTRACT DOCUMENTS. Developer/Owner shall submit standard construction contract documents to the City's Director of Development Services or designee for review and approval in advance of beginning any construction of the Project. Section 8. INSPECTIONS. Throughout construction, the City shall conduct periodic inspections and either approve the progress of the Project or promptly notify the Page 2 of 11 Developer/Owner of any defect, deficiency, or other non-approved condition in the progress of the Project. Section 8. WARRANTY. The Developer/Owner shall fully warranty the workmanship and construction for a period of two years from and after the date of acceptance of the improvements by the City's Executive Director of Public Works. Section 9. INDEMNIFICATION. a. To the fullest extent permitted by law, the Developer/Owner shall INDEMNIFY, DEFEND, and HOLD HARMLESS the City Of Corpus Christi and its Officers, Directors, Members, Partners, Employees, Agents, Consultants and Subcontractors ("Indemnitees") from and against claims, damages, losses and expenses, including but not limited to attorney's fees or dispute resolution costs, arising out of or resulting from performance of the work and/or failure to comply with the terms and conditions of the contract, violations of Laws or Regulations, or bodily injury, death or destruction of tangible property caused by the acts, omissions or negligence of the Developer/Owner, regardless of whether such claim, damage, loss or expense is alleged to be caused in part by an Owner's Indemnitee hereunder, subject to the Owner's defenses and liability limits under the Texas Tort Claims Act. However, nothing herein shall be construed to require Developer/Owner to indemnify an Indemnitee against a claim, loss, damage or expense caused by the sole negligence of an Indemnitee. Provided further however, and in addition to the above, Developer/Owner indemnifies each of Indemnitees against claims for the bodily injury or death of an employee of the Developer/Owner's Team of any tier even if caused by the sole or concurrent negligence of an Indemnitee. b. To the fullest extent permitted by law, Developer/Owner shall INDEMNIFY, DEFEND, and HOLD HARMLESS the Indemnitees from and against Indemnified Costs, arising out of or relating to: (i) the failure to control, contain, or remove a Constituent of Concern brought to the Site by Developer/Owner or a Hazardous Environmental Condition created by Developer/Owner, (ii) Page 3 of 11 Developer/Owner's action or inaction related to damages, delays, disruptions or interference with the work of City's employees, other Developer/Owners, or utility owners performing other work at or adjacent to the Site, or (iii) the correction of Defective Work. Nothing in this paragraph obligates the Developer/Owner to indemnify the Indemnitees from the consequences of the Indemnitees' sole negligence. Provided further however, and in addition to the above, Developer/Owner indemnifies the Indemnitees against claims for the bodily injury or death of an employee of the Developer/Owner's Team of any tier even if caused by the sole or concurrent negligence of Indemnitees. c. To the fullest extent permitted by law, Developer/Owner shall INDEMNIFY, DEFEND, and HOLD HARMLESS the "Indemnitees" from and against Indemnified Costs resulting from infringement on patent rights or copyrights by Developer/Owner's Team. d. The indemnification obligations of this section are not limited by the amount or type of damages, compensation or benefits payable by or for members of the Developer/Owner's Team or other individuals or entities under workers' compensation acts, disability benefit acts, or other employee benefit acts in claims against Indemnitees by an employee or the survivor or personal representative of employee of Developer/Owner's Team. The indemnification obligations of this section shall not be deemed to be released, waived or modified in any respect by reason of any surety or insurance provided by Developer/Owner. e. Notify the other party within 10 days if Indemnitees or Developer/Owner receives notice of any claim or circumstances that could give rise to an indemnified loss. The notice must include the following: 1. A description of the indemnification event in reasonable detail; 2. The basis on which indemnification may be due; and 3. The anticipated amount of the indemnified loss. This notice does not stop or prevent Indemnitees from later asserting a different basis for indemnification or a different amount of indemnified loss than that indicated in the initial notice. Indemnitees do not waive any rights to indemnification except to the extent that Developer/Owner is prejudiced, suffers loss, or incurs expense because of the delay if Owner does not provide this notice within the 10-day period. Page 4 of 11 f. Defense of Indemnification Claims: 1. Developer/Owner assumes the defense of the claim with counsel chosen by the Developer/Owner and pays related costs, unless Indemnitee decides otherwise. Developer/Owner's counsel must be acceptable to Indemnitee. Developer/Owner assumes and controls the defense and any negotiations to settle the claim. Developer/Owner advises Indemnitees as to its defense of the claim within 10 days after being notified of the indemnification request. Indemnitees may assume and control the defense If Developer/Owner does not assume the defense. Developer/Owner pays all defense expenses of the Indemnitees as an indemnified loss. 2. Indemnitees may retain separate counsel to participate in, but not control, the defense and any settlement negotiations if Developer/Owner defends the claim. Developer/Owner may not settle the claim without the consent or agreement of Indemnitee. Developer/Owner may settle the claim with Indemnitee's consent and agreement unless it: A. Would result in injunctive relief or other equitable remedies or otherwise require Indemnitees to comply with restrictions or limitations that adversely affect Indemnitees; B. Would require Indemnitees to pay amounts that Developer/Owner does not fund in full; or C. Would not result in Indemnitees full and complete release from all liability to the plaintiffs or claimants who are parties to or otherwise bound by the settlement. Section 10. DEFAULT. The following events shall constitute default: 1. Developer/Owner fails to submit plans and specifications for the Project to the City's Director of Development Services or designee in advance of construction. 2. Developer/Owner does not reasonably pursue the Project under the approved plans and specifications. 3. Developer/Owner fails to complete the Project, under the approved plans and specifications, on or before the expiration of 24 calendar months measured from the date this document is executed by the City. 4. Either the City or the Developer/Owner otherwise fails to comply with its duties or obligations under this Agreement. Section 11 NOTICE AND CURE. Page 5 of 11 1. In the event of a default by either party under this Agreement, the non-defaulting party shall deliver notice of the default, in writing, to the defaulting party stating, in sufficient detail, the nature of the default and the requirements to cure such default. 2. After delivery of the default notice, the defaulting party has 15 days from the delivery of the default notice ("Cure Period") to cure the default. 3. In the event the default is not cured by the defaulting party within the Cure Period, then the non-defaulting party may pursue its remedies in this section. 4. Should the Developer/Owner fail to perform any obligation or duty of this Agreement, the City shall give notice to the Developer/Owner, at the address stated in section 13, of the need to perform the obligation or duty and, should the Developer/Owner fail to perform the required obligation or duty within 15 days of receipt of the notice, the City may perform the obligation or duty, charging the cost of such performance to the Owner. 5. In the event of an uncured default by the Developer/Owner, after the appropriate notice and Cure Period, the City has all its common law remedies and the City may: a. Terminate this Agreement after the required notice and opportunity to cure the default; b. Refuse to record a related plat or issue any certificate of occupancy for any structure to be served by the project; and/or c. Perform any obligation or duty of the Developer/Owner under this Agreement and charge the cost of such performance to the Developer/Owner. The Developer/Owner shall pay to the City the reasonable and necessary cost of the performance within 30 days from the date the Developer/Owner receives notice of the cost of performance. In the event the Developer/Owner pays the City under the preceding sentence and is not otherwise in default under this Agreement, then the Agreement shall be considered in effect and no longer in default. 6. In the event of an uncured default by the City after the appropriate notice and Cure Period, the Developer/Owner has all its remedies at law or in equity for such default. Section 12. FORCE MAJEURE. 1. The term "force majeure" as employed in this Agreement means and refers to acts of God; strikes, lockouts, or other industrial disturbances; acts of a public enemy; insur- rections; riots; epidemics; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. 2. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party claiming force majeure shall give written notice of the full particulars of the force majeure to the other party within 10 Page 6 of 11 days after the occurrence or waive the right to claim it as a justifiable reason for delay. The obligations of the party giving the required notice, to the extent affected by the force majeure, are suspended during the continuance of the inability claimed but for no longer period, and the party shall endeavor to remove or overcome such inability with all reasonable dispatch. Section 13. NOTICES. 1. Any notice or other communication required or permitted to be given under this Agreement must be given to the other party in writing at the following address: If to the City: If to the Developer/Owner: City of Corpus Christi MPM Development, LP Attn: Director, Development Services PO Box 331308 2406 Leopard Street/ 78401 Corpus Christi, TX 78463 P.O. Box 9277/78469-9277 Corpus Christi, Texas with a copy to: City of Corpus Christi Attn: Asst. City Manager, Business Support Services 1201 Leopard Street / 78401 P. O. Box 9277 / 78469-9277 Corpus Christi, Texas 2. Notice must be made by United States Postal Service, First Class mail, certified, return receipt requested, postage prepaid; by a commercial delivery service that provides proof of delivery, delivery prepaid; or by personal delivery. 3. Either party may change the address for notices by giving notice of the change, in accordance with the provisions of this section, within five business days of the change. Section 14. PROJECT CONTRACTS. All engineering work shall be performed by the Developer/Owner's Texas licensed professional engineer. Developer/Owner's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the Project, contracts for testing services, and contracts with the contractor for the construction of the Project must provide that the City is a third-party beneficiary of each contract. Section 15. NO JOINT VENTURE. It is acknowledged and agreed by the Parties that the terms hereof are not intended to and shall not be deemed to create any partnership or joint venture between the parties. Section 15. DISCLOSURE OF INTEREST. In compliance with City of Corpus Christi Ordinance No. 17112, the Owner agrees to complete the Disclosure of Interests form attached to this Agreement and incorporated by reference as Exhibit 5. Page 7 of 11 Section 16. VERIFICATION REGARDING ISRAEL. In accordance with Chapter 2270, Texas Government Code, the City may not enter into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The signatory executing this Agreement on behalf of the Contractor verifies that the company does not boycott Israel and will not boycott Israel during the term of this Agreement. Section 17. CERTIFICATE OF INTERESTED PARTES. Developer/Owner agrees to comply with Texas Government Code section 2252.908 and complete Form 1295 Certificate of Interested Parties as part of this agreement. Form 1295 requires disclosure of"interested parties" with respect to entities that enter contracts with cities. These interested parties include: (1) persons with a "controlling interest" in the entity, which includes: a. an ownership interest or participating interest in a business entity by virtue of units, percentage, shares, stock or otherwise that exceeds 10 percent; b. membership on the board of directors or other governing body of a business entity of which the board or other governing body is composed of not more than 10 members; or c. service as an officer of a business entity that has four or fewer officers, or service as one of the four officers most highly compensated by a business entity that has more than four officers. (2) a person who actively participates in facilitating a contract or negotiating the terms of a contract with a governmental entity or state agency, including a broker, intermediary, adviser or attorney for the business entity. Form 1295 must be electronically filed with the Texas Ethics Commission at https://www.ethics.state.tx.us/whatsnew/elf_infoform1295.htm. The form must then be printed, signed, notarized and filed with the City. For more information, please review the Texas Ethics Commission Rules at https://www.ethics.state.tx.us/legal/ch46.html. Section 18. CONFLICT OF INTEREST. Developer/Owner agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary's Office, if required. For more information and to determine if you need to file a Form CIQ, please review the information on the City Secretary's website at http://www.cctexas.com/governmenticity-secreta ry/conflict-disclosure/index Section 19. SEVERABILITY. The provisions of this Agreement are severable and, if any provision of this Agreement is held to be invalid for any reason by a court or agency of competent jurisdiction, the remainder of this Agreement shall not be affected and this Agreement shall be construed as if the invalid portion had never been contained herein. Page 8 of 11 Section 20. COOPERATION. The Parties agree to cooperate at all times in good faith to effectuate the purposes and intent of this Agreement. Section 21. ENTIRE AGREEMENT. Except as otherwise expressly provided herein, this Agreement contains the entire agreement of the Parties regarding the sharing of costs for the Project and supersedes all prior or contemporaneous understandings or representations, whether oral or written, regarding the subject matter hereof. Section 22. AMENDMENTS. Any amendment of this Agreement must be in writing and shall be effective if signed by the authorized representatives of both Parties. Section 23. APPLICABLE LAW; VENUE. This Agreement shall be construed in accordance with Texas law. Venue for any action arising hereunder shall be in Nueces County, Texas. Section 24. AUTHORITY. Each Party represents and warrants that it has the full right, power and authority to execute this Agreement. Section 25. TERM. This Agreement becomes effective, is binding upon, and inures to the benefit of the City and the Developer/Owner from and after the date of the last signatory to this Agreement. This Agreement expires 24 calendar months from the date this document is executed by the City, unless terminated earlier in accordance with the provisions of this Agreement. Such expiration date of this Agreement is presently anticipated, but not currently known, to be May 15, 2020. (SIGNATURE PAGES FOLLOWS) Page 9 of 11 EXECUTED in one original this �S day of___2( _____, 2018. ATTEST: CITY OF CORPUS CHRISTI elf1A-e.e.4.- 1.-- -LAkAr ------ J . i v ---------- Rebecca Huerta Nina Nixon- e- •ez, FAICP- 2— City Secretary Director, Development Services THE STATE OF TEXAS § ' ' "��t\% MONIQUE T1 A4 LER § :,._:.:(,.,,....-i- _- * f ID# 1146231-1 / 4 `: t %+ Notary Public ► COUNTY OF NUECES .�� e § �_ `�+'FoftE*:'` ply Comm Exp?OCAS 23-20.► ► This instrument was signed by Rebecca Huerta, Cit Secretary, or the i- • • •: risti, Texas, and acknowV-dged befog e on the SC) ay of , 2018. 1 14 . . . i ;f a� _ VK�1f .l otary Pu•i c, State of Tex. () `t'� . AUTH0Mile, "„vs....s9., ULTRA V PENH !Y cock Z'7� g THE STATE OF TEXAS § `:=,,...41-, `'` NStteofTexaRY sC § .`�''F of 'f` Comm.Exp.12-02-2019 __ COUNTY OF NUECES § .RF:PrTAn7 This instrument was signed by Nina Nixon-Mendez, FAICP, Director, Developm t Services, fo the City of Corpus Christi, Texas, and acknowledged before me on the day of , 2018. �. cam Nota Pub ic, State of Texas :Pr?. ye`, ULTRA V PENH i; :'V3com! !2019 NOTARY PUBLIC (. . APPROVED AS TO FORM: This S day of 4i/we I I , 2018. ,..iz/eA .41,(. ..e Buck Brice Assistant City Attorney For the City Attorney ,, Page 10 of 11 Developer/Owner: MPM Development, LP LI- 20- /e Moses Mostaghasi Date General Partner STATE OF TEXAS § COUNTY OF NUECES § This instrument was acknowledged before me on lA ' , 2018, by Moses Mostaghasi, General Partner, MPM Development, LP., on behalf of said company. .•*... a... CINDY BUENO > X114 , A ID #1178588-3 Notary Public's Signature •3•{ `A •' Notary Public '.,r;•-..,,,...";!9;.,: STATE OF TEXAS < 4c.:,•=1,>' My Comm. Exp. 11.04-2019 ' pV VV VVv Page 11 of 11 I 20 7500 Sr L N28'41'36"E 1531.24' 4015 22. 23 AN0 PORTION 2•. SECT 25. re & ET AT CT. v. w P. 41 - 43. N.R.. PAIECM WALLACE, TRUSTEE / 2. 9C. 2005007409. Op. 6766 -1329-- 23 7200 SF 6000' i_ _ -65.95. -64 • 1 'ash rob(=e5ao' __. - - - " 24 0000 SF G 25 669 Sr . 55.09_ 5 26 0000 5F ISS.OEY _ 27 7680 SF - -105- 63.9' 26 7560 SF 63.9- - 70,00 57.00' 29 640 SF 70.00" - - 30 6840 ST 1,_019_ 51_9 _ _.----Z3'1.:_-. - +1 -11_05.2-- 56.00' 31 7200 SF 32 33 669 50 5 6600 SE 25NR -•1_051-}- 1--•-� 925541'367 ,369.96' MUSTAFAR DRIVE - - J _ __ _ _ �- - N2Be1'36 E X36493•: 4,'36•E 1369.96' 65.2]' I SS $4 1 -80.00'-I 55510' , ,/ y' .' --lz 7150 SF ,pal[ 35.9' _ -- , ' 52 7554 Pr 55.9_ ! 7 O L \\ 14 Shoo s' :'�_-- L ' - 55.00' 13 71545f -- 59.9' ,e 7670 SF -4 "� - / 64.9 f • ,_ 17 8320 SF -- 65.9 PTO: - ._ 16 8450 SF LI _,4.. -- - 6333' 36.9_ 111 - L _ 1- - ----- 6000' 8500' 528'41 38M39.9' 1,459' 6300' 5' STREET DEC4CA109. 6706 SE CLSTARYRD 40' ROW CURVE DATA. 00.89•5852T 8.15.9' 5-23.5 16' GEN/56.252195205E cN.2ar 00.95.9'08' 8.15.00' E.1500' 1.2336' C43-6573411401 C8.21.21' STATE OF TEXAS 6 COUNTY C6 NUECES 6 I NIXON M. WCLSH, 6E06TEREU PROFESSIONµ WIG SURVEYOR OF 8155 & WELSH fNGINEE0YO. HEREBY CERTIFY MA' THE FOREGOING PUT WAS pREPAp5D FR044 A SURVEY MADE ON THE GROUND JIAE5 XIY (PRECOOK 6 TATA MIO CORRECT AND STCONSIROC MAT liAvE BEEN TE ENGAGED TPROVEMEMS WIUH.OL AY UPON COMP4T-TR7N OF TIES THE - DAY 0r - 20 . NIX1IN M VEEP/. R. P. L. S SOHO' ♦b6' 10 7540 sr 56.9' eoAo`fy55-9' s 21 7150 SF - 35 _ WO SF .57.90' _ 36 69600 53.00' 1 - 6659' t 0 37 6720 57 5 55 70 I Imo 36 069 SF 8 25YR 56.9_ 7.300 F. 395v 6351Y • 0 0 LEE 80AA-' .- 4- 45.W -1- It SeAD \ 59.00' - 1 l Ss 1 22 23 124 _ 7607 5F 3 7150 5F ' /7260 57 3 _1_ '- s7.oc'9s s5oo 25Y1,\jam 25 ^ 26 7670 5F 15, 7410 SF 0 4/ .. 55. 9 9 540 ' - 00.00 55.• I 07 -503-C.07 S 4' 36 4 57.0015 STREET DFOKARD, 8706 N 528'41'36"9 1741.38- _ -_ . - _ _ _- STATE OF TENS 6 MO= 1. TME 6ECEN6I. *ATER /CR 1K 7004.1 RATER RU907 NRCKA THS 7006(0TY IS THE OSO CREEK. THE ICED H50 90. GU4S555 6015Rf 5540 A IA USE SCR THE 050 CREEK. 0 DANDIY(1 5 'NE 050 a ASM ENLMONME� At LY IE 050 BAY, 'ME TIX'AHAS CLA55M IME A02 000 USE FEW THE 050 8551 AS µ 'ETCEOIgH' N01D •5100 WATERS' ARO D 7410(0G06 60 ME REARING RATER AS'COMA%. RECREATION' USE - 2. THE BASIS OF BURMA 6 THE STATE OF 'OAS CAMBER' GR10. SOUTH 7014E. MD 1963. 3. 'ME ENTRE SUBJECT S0E 6 Y TEMA ZONE '8' 5000RCRI0 TO FE2N IMP. 70M4UMITT PANEL 495444 0540 C. RENAUD MARCH 15 1985. THE SITE 6 ALSO DEPICTED ON ,ANA MA' 448155E0500. 5 S.600.AOr L AMO 0 00 110 517065. OF SURVEYOR HEREOF. 005 BUJ/ .55140 RI 1 4. LEGµ DESCRIPTION AN 15.454 AGR(. TRA:. M LAND. 106m, OR 5(55. A 77R00N OF ups 24 MC, 25. ACTION 25. 75008 OWN AND (NONµ FORM AMO WAGER TRACTS. A LMP OF YANCM 6 RECOROE0 IN V. W. P. 41 - 43. MAP RECORDS. RUECE5 CO.. TX 5. PRNATE DRNENAY ACCESS ONTO 50457081. 804550480 AND STARRY ROAD Wu. RE PRC(IbITD. 5, RIE TOTAL POUTED AREA COV1N16 15.454 ACRE OF LAND iNCL960 STREET 5(5170150545. 7. THE YARD A IDS EOLLIR�'5.02 0(7(GE 0700. A REQU* ENTCHEIOF OF- 1 UYRE0 DEVELOPMENT ID RqD WE O IWI Noe zm� L PLANNING COMMISSION 0 25' 50' 100' f-urri -� SCALE 50 PLAT OF STARLIGHT ESTATES UNIT 1 A 15.454 ACRE TRACI OF N.D. 108E OR LESS. A PORTON 07 LOIS 24. 25 ANO 2E. JECTON 25. (.AUR IND/r M0 ENCNNL (MU ANO WWI 'RI075. A MAP OF 14,71 M 55. I/LCAI10EO IN V. 'A'. P. 4, - 43. IMP RECORDS. NUECES CO.. 1% CORPUS CHRISTI, NUECES COTUNIIY, , TEXAS 4d BASS & WELSH ENGINEERING CDM.. PL".."" COPLOT SCALE SNE R?US CHRISTI. TEXAS 78404 SHEET a Or 2 JOB Fd 1.7002 F I 01 NO F-52, 3054 0 ALAMEDA ST. PULE+ 51 • 70' 1 � EXHIBIT 1 A i SI 27 o U 25 75"91 _ '\goo51 SF 8 rf b r I L 1 5540 1 69.992 SECT 25 _ SECT 30 (0 0 0 COUNTY OF NUECES THE FWµ PLA' OF THE HEREIN 0(5OPo90 PROPERTY 18X5 ARPROVEO BT THE OFPARTNENT OF DEVELOPMENT SERVICES 0(' THE CITY OF CORPUS CPRSI1, TEXAS STATE OF rat mom OF NIECES 6 RATIN POOLIMU71K1. P.F.. LEE), AP DEVELOPMENT SERVICES ENOREEN DATE ME MAL FBAS OF ME HEREIN OESCRIEIED OF CORPUS CHRISTI. TEXAS BY 1 ATHGRCOMMSSLON RAS ADPRYIVEO ON BEHALF OF THE etTY THS THE DAY Of 20 CHARMM INTERIM SECRETARY ERIC USLIARREAJ-. P.0. 1070 J. GREEN. PE. STATE OF TEXAS 6 COUNTY OF H U MES 6 I. RMA SANDS. CLERK OF ME COUNTY COI1R1 H N,0 FOR SAID COUNTY. 9 HEREBY CERTIFY THAT ME FOREGOING 5451050787 307E0 154 __ DAY Or 20- 17111 *75 CEMBOATE OP AUMEM7CAT5H. WAS F11(0 FUR RECORD 74 MY ONICE 111E DAY OF __, 2C_. AT O'CLOCK ANO DRAY REC0ROE0 THE 0051 (4 ___555_5 20_ AT - O'CLOCK ---M. W THE MM RECORDS OF 5411 COUNTY W VELURE _ PAGE 11410UMEM0 NUMBER FATNESS 145 HAND AND 5EN. Or THE COUNTY VUR' RJ ANO '0R SAO COUNT, 0' 0(7100 W CONPU' 018615E WENS MUNN. TEAS. ME 7.Y MD AN, L457 4VO7EH, DEPUTY XARA 5M05. CLEF (DUNN COURT MACES COUNTY. TEXAS 8 8 3TR TO £431 4 TUBO 4DI0 re. ANO 0. .. X24. SECT x3, ,0427,150 Ea -V-7/70. DOC )15 r, r . .4 "A', P 1 - 3, 0.9, 015 N.R.. �41RKV 843407, f x. 45023/02 AREA 8888 ,DDG. 2aD3m,wB � WHE31 TN5 ATEA 5 Pl.%il[D� N61'17'4\2"W\ 25.06 N28'42'18"E. 125.00' 261 LOT 25 of of •t 7,5,3 1''' 8 B »s SF SIS4211115 25.00' Ta woo 50 Ij 1 81 I I IL I F I �I S' 8 :7 0500 9 1� 1 81 t8L 1 1 F 16 )230 Y I I t x1 18.1 1 I I 8 8 )373 Sr 1 1 181 �81 8 8 8 8 8 14 7500 5F 028'47,55 12500' 8 0500 5r 1)7' 11 1 1 1L1 N28'42'18`E 160.00' (4 1,0.00 6 61)0 Sr 57t.;" irg 12 §_e§ $ og.% o�4tt S2a42'16w 1 113 00' 6360758 981 1'1 1 1 II I I.1 LI I Noe Sr 8 IIC I8�1D7 26 LOTT5 L TATE Or 10005 1 COUNTY OF MIMES i8 0.700 5r 10 6420 Sr ,1 6160 5F Is 61 Rf 12 I8" fill yI Hxa4z�+et 11 j5ii5$8w1_ 6 0 y 'TL 1!1 528 7167/ 1104* © { O° EEE 8 x 32,05• 528.2'40"4 a S2a42' 191_09 70' MUSTAFAR ORAE 0265 q 00. MAW) OU1 00 ARE THE HOLDERS) OF R UCH ®DN THE 1/7 LAND /HORACE° VOTHIH THE 00,8 0063 OF THS 01 FOR/00K, MIP ANL` THA1 WE APPR04E THE 5UBDMSD0 AN0 000)400 00 FOR THE PURPOSES AHD CON90ERA72K5 5.0700 EXPRESSED. A m In. 'nu STATE OF IE%/S f COUNTY OF NUECES 0 THIS I16TIMAAEN4 WAS 4074 M!EDL40 BEFORE ME 00 __SHAW"), (10L). OF THIS THE OAT OF 20 NOTARY PHIL IC, :R AD FOR THE STATE OF )E%AS EXHIBIT 1 PLAT OF II,'°° STARLIGHT ESTATES UNIT 1 GEIGER STJ ' '5.434 KR1 TRACT Gr 2400. v051 Or 2135.. PGRIg3 0( LOTS 24. 25 043 46. i ,1%,13.,..1 555 SECTION 25, TLO,TR B_UIT 200 ERC040 0,W0 AVC 149004 TRACT). A NM Or 510, S 000 n Rup.. RECMOr1 N Y. 'A', P. 2) - 05, 442 RECORDS. NUECES W.. T% a 1 CORPUS CHRISTI, NUECES COUNTY, TEXAS 8 021E •100TE2- 10,53,17 JL.j -,L_ BASS a WELSH ENGINEERING cTr , T-Sw Acv 3 11544'5 FIRM N0. 4-52, 3054 S. ALAMEDA ST. SCALE 4' - 30 PLACE 50404 tour 3R. L CORPUS CHRISTI, TEXAS 78404 PLOT SCALE. uE'zAW "SITE" b////I/lllll/AHTS, STARRY 5O/O Y 14•'10 dso LQCATION MAP LOT 25 LOT 24 LOIS n. 23 200 P00OON 24. SECT 25. res EF a GT. V. 'A'. P. 41 - 4.T, N R., P4TRKA WILLACE. TRUSTEE • 2. 000. 2006007400. D.R. N28'41'36"E 1531.24' STATE OF TEXAS COVNTV OF NUECE5 I PATRI140 WALACE. TRUSTEE 2.1HERESY CERTIFY THAT 1415 ARE THE OWNE31 OF 415E LARD EN2RACE0 WHIN THE 9C1/H10ARIE5 Or THE FOREGOING Pu'. SUB(CT TO A UEN IN FAVOR OF THAT I HAVE HAD 5150 LAAO SURVEYED 0110 014430300) 40 SHOWN, THAT STREETS ARD EASEMENTS A3 SMWN RAVE BEEN HERETOFORE DE0CA400. (Rt R R0: PREMIX/SET OEOICATEO, ARE HEREBY OEUIC4TED TO ME PUBLI0 USE FOREVER AND 'HAT THIS PLAT WAS WOE FOR THE PURPOSES OF DESCRIPTION AD DEDICATION. 1,65 THE _ OAT Or 20 STATE Of TEXAS 1 COUNTY Or NUECES 6 1145 155TRU11F111 WAS 40740W10GfD BEFORE H E am PATRHG4 044ACE. TRUSTEE • 2. PATR.CA W4,IACE. TRUSTEE • 2 THIS THE _ DAY DE 20 , 60.00 54.00 14-- 54 00 N•v >R 5612 sr '= 16 16 5a ` 151.37 9' 5461 sr 8f: x3: $28'42'18^1/ -f.13 SEE .3iso���_ sy'ai` ��-1,78 " 75 45' `sz 1'0• �- `� �" T T P;A ^V n7/ _ �amom• �° N. 470.k.�41A.004 8 6556 5r ) 1-6 _ Jr 01 m 4P SS 170 -14 N2a•2•Iet N 40 N 7200 0 2 (55 1.7 Q4.) 77241 CITY 0r CC saes' 1-e 70,165 9 1.0 68+2 5F 7466 SF v as' R6 2J 1`27 V _ ."1-50-70.3 3 i • 49 5r 66$IH 6722 50 '= 19'1( 77.30'520 1'bw 5081' 1 48.66' 4500' 0 a 34401 T 5400 50.26' 17 1a MO g 6040 5F tam 54.00 54.00' 10 60459' 02.91' 4052E T 5L50' 5 // Al 20 70.00' / 7040 Si 62.00 1I�IIE 6186' J O 21 22 6400 SF a ; 7500 SF 25m 70.00 5 * 23 a 7200 5F al: 6186' !'Fiy1• 20.00' 8 041'24t 1369.90' MUSIAFAR 0AN8 - 1}04.26•. LL 2457' 3.344 5 5200 10'UE 61.06' 62.0W SEE\\84$.027' 925'11'36' 1304.90' 8 25015 5 `8 7 8 w 798 se 0153) 9 b Si; 8 6 0 6060 SF �b 7150 5F 8J 00.000' 6623' TEE 37.60 0000' 572.9.367/ s.7/' i 05.00' 50.27' 62.00' 55.00' 8 60.00' 16u46a22' S28.41'36w 25m 8 56.06' `5' STREET 00605255. 6736 5• SECT 25 SECT _ 42600'- 1- 551. /r24'E 20.06' S28'41'36"W 1741.38' 18 LOT 25 ------ 4or 131 Lora 5/e0n \CL STARRY RD (40' ROW) 1DTAR" PUBLIC, 115 AND FIR 114E STATE OF 104S CURVE DA -A: vA 6.20o7•41' Q 6.2150)'39' 5.70010' 4.360.00' T.5324' .10530' 1-126.47' 05-630-46'1414 ca.ssess.14w cH-12542' 4-2006'43' 0.500,0' 1.5510' (0.03- 0531' 6' '0 45'41 ®, 6-64•3479' 8.10.00' 7.9.06' . 76' 021.176. 7.161.59.047/ CH413.46' O0.0007.10' 5.540.00' 1.26.71' 1.5730• C11-524'I519w 4•1•.37.24' 6.54'26'06" \E.) R. 0.00' 4 74 C6434330'441 CN.+3.3.44'04' © A-05.065' 0.150.00 2 -14.57 C9.S8630'44'0 04-1484' Q 0404433.05' 4.200.00' T4972' 4.10 4S' CB4.1554•30'447/ 00.40.42' 0 25' 50' 300' SCALE' 1, 50' o f�OCc� Ol1VUi HILOOHT NMI% U 1.10 .11/04A110 7.1.W.VOR ..'irte421111=1014rt014910VOTRATRAS no111 10 K.. RA RR 03A•AR 0,1041.4 loos NMI RN. .111 D1T oARA Re *A NOR 40.3.04 ITRA RAMC. 3101W c Ane WANT. NO, POD. lau041.1 RCM STATES UHF 19 E UVl1 M776 ro CORPUS C C E ©OUNI YD TEXAS cz.,..7 10111 RAN 0•INTA• VOW wont .$ CaelOONA RIR 00.00•101.1. ON DJ. NO ARO 04.00. OTA 440000 SCRIARS oar RN POW Mal ON, 031r •• IR OVARY.) .1 NAT 1130 Niori M1 Raul. Ku Rm.. or, IRA, RIARRMATI 'NII•u+r n, Din UR.. vtwr n.0.s a 4 .o .w.w .+s.: N. T4 L GOOD - E7OS,NCC FACu1IES Alo APPURRODviCES ma WONT NMI 010..000.1 r_NAno wI. uan tg rru m 00 ILL` tonnoli NNW 0011.01 rcn TRIM noTAVOIS N11.0.001,10 004.-5 V.00. of :040:440 ov-R0 OralS >41, o • MEM - PROPOSED FROMM NaleaMEEPOCES off Dn., riot [1.100.4Z 0.X1100 010•1000$ .00 PROMO. 440,11 TUN.. rag ,Niar Two, RAO., oaA 1,000o 00A/ Olor.4140 11N OT Too141 1.1•01.10o mono. ,rmrArrt 104.1. TORO Rm. Ta• 11•44 NON A•4•11 TRAP CALL BEFORE YOU DIG! Mw-,A�v,. 11 AT 1-1,0T-660-011oo TNrrlpra T.,110' HK VD .130.11a 11•1 SHrn 19ntl( SHEET 1 SHEET 2 SHEET 3 56111 SHEET 5 SHEET 6 561(1 / SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 I11AT INN IAP ^OVER SHEET AND MISCELLANEOl1S INFORMATION PAANG. GRADING AND DRAINAGE PIA, STREET AND STCRM SEWER PROFLES PAVING. GRADING AND DRAINAGE PLAN. STREET 1,110 51CRM SLIVER 1/803115 55166386 SEWER AND WATER PLAN AND 1410II1.1 SAN TANN SEWER AND WATER PIM AND PROFILE STORM WATER POLLUTION PREVENTION PLAN AND 85SE NAPS 51069 WARN POLLUIIUN ✓R1VtNIK)N PLM AILD 15/18611 SUMMARY OFFSITE WATER PIAN AND PROFNF. STREET, SIDEWALK AND DRAIIUGF DFTAIIS T0DOT SINGLE 800 CULVERTS CAST -IN PLACE SCC -5 8 6 00O0T SINGLE 800 CULVERTS CAST -IN PLACE SCC S & 6 10001 501GLE 800 CUWERIS 0851-I11 PLAC1 SCC TXOOT SINGLE PDX CULVERTS CAST -IN PLACE SCC -6 TXCOT SINGLE B0O CULVERTS CAST -IN PLACE MISCELtANEOJS DETAILS SCC -MD Digitally signed by RAINS. Poltumuthu. P.E. DN: cn.RAtna S. Poltumuthu. P.E. ...Development Semces. ou=Clty of Corpus Christi. email-ratrs.ppcct e.as.com. c, US Date: 2017.12.11 16:16:34-06'00 Los. 10061. 4..v • O eas ss,/Pl Wows crow% rpus Aue (NV l -.I331uu. 6515 AND WELSH ENGINEERING TO OOTOSOITAT. MLI 0 -Mel. IW15.T . SOK I's PLBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT • CORPUS CHRISTI. NUECES CO., TX COVER SNER AND MISCELLANEOUS INFORMATION 01. Aro soNc RR. npma . /+fL svn 1a. JL Ex\;b;+ Z .CTS 25 a an, SW 25. re a Er e 10 f 2]2577 KA[ KOZO 0> 'wi. . Ina'. b 20,75M1,3.ir SOWS 00 OA. '00 004 00/0 04 Pmnc010 V •.P, m o am rurwR Co ON 1 A Z.F: • a0P• esx 9 &CO II 15 10 6o 71. rc/ .,xar•cU, Aay ___T ---- ___, _- w.s ___ - 3e5".<•e;•w 1 nn wa su w__F'___-.--�r� i oue ,c„..T.,,A • \ r.....• ua F•avP. r. • a. �1,, ISO ': inIC u: i 1C n 00 W °A` w pCP PROP. 30" O 028710 PROP, 27" RC. • ]1267; 1 KG' Ku w.Vm >ROP. 27' RCP 0 0.267 w.: r J I2"bA___ l 1>a.rn a>.r A/c ekn n.mrvo5: •>m V< sou cuaKer w;;AZ, a "/ 1 I 15 619 .0016? AVI,L1.19K 10 0 2.00 3.00 pRO.11F - UUSTAFAR_ORVL 4+OO 5+00 6.00 Co011f POMO 7.00 p s m wa• COM ON VII4 OM, 00/0 SOO SCO 0.4v001 •• S0000 OF 114,1 MIR MY KR A•VU 9.00 ____!a&2 R _- ____-__� •Ar w.s s: a:••na 9- w,. a:. e• nn wa su w__F'___-.--�r� i oue • Lb•--" ••,uw F•avP. lo IF_ KG' Ku w.Vm • Ow w.: r J I2"bA___ 1>a.rn a>.r A/c ekn n.mrvo5: •>m V< sou cuaKer w;;AZ, a ,,�410.00, PROFILE - STAMPED!' DRAT ANO NOx Cul 'KR, an•o• 0040000. 0....•r•• ••..P. ..+a r , 0000. 10/ m uo,. nw•„ 0100e0 700 410:00. iwo> w1 ONO ISOCII 001010C MOW 14.0.1 t.t. 040100 SU "'T„ CI. STARK/RD (40 ROWI ' 1 .5 10 • 4. ox, WM la OAS • MC 000 SFCT ON 'B - ONG0CINAL Srcrio A.. LNU VF 000 GULVERI At 211(2 TYP1CALsrcoON - RIC RIPRAP AT 50210 EMO. O`_. A•_X_B-BBlLS4'ZT �T O1T4r1 fOOP SA MOO 0.00..0 rug 002.11 .owl or PD.41,01.1 =DON A - 0 a 40,000r.,,..a 000000.. is_m; - R/C COLLAR AT ...flown CF 4'25' R2)0 CHIVERT WITH a'x6' BO0 CULVERT BASS 8 WELSH ENGINEERING Ta SWNL KG M ,51027.00, M 040211 1120 n<. 40 67. 306. s NA1RW sem. wwl,s umsn. ,FrwS 7205• ,'UREIC INPROVCNCNTS 10 STARLIGHT ESTATES UNIT I CORPUS CHRIST I, NUCCES CO. , 72 PAVING. GRAD:NG AND DRAINAGE PLAN. STREET AND STCRM SEVER PROFILES nrt .101140 v.r,r 7.•a _ _ l ,oar w•••%10 u_ wPA. w..¢ .3. •X. •00 4 PRIM s) PPG • 0 e •� CO Ph �� ...USW MINE . v' N` • 0./V ).15' RCP PO,•• dw 4or T. 00 •0•gMObW F•OP. T•' •40 • O.IS_. — l ve ^M! —.25u ]0 J1L, IlAla6----- --.i-- ►•w•.amsGw'-i------'k. ------•-,-- --- \_'_•_saw ------------- 3.4 — - — -CL STARRY RU (a0' ROW) • `-CL STARRY RD (40' ROW) •smn• COMM CM Inas. rs. ono nu sown so MO C.C. 20 • • INSTEAD OF EXPANDING THE ROAD EQUALLY ON BOTH SIDES OF 1HE EXISTING ROADWAY. HOLD THE LOCATION OF THE WESTERN EDGE. AND ONLY EXPAND TO THE EAST. • THE ROADWAY SMOERD HAVE 15 FEET RETURN RADII TO CONNECT BACK INTO YORKTOWN. • COORDINATE WITH TNN HOMEOWNER THAT HAS A DRIVEWAY AT THE CORNER OF STARRY ROAD AND 000(10WN BLVD. THE HOMEOWNER'S ACCESS WILL BE IMPACTED 8Y THE CONSTRUCTION. 13.00 I .400 15.00 460-00 17,00 18400 COsOMPON Ora MOM. gam. arca Ms Toast POO 0k 10.61•011 asnr Immo MC Yr /ton •Om o MOM Few )M PRO JLL_:_ VISTAFAR 0801 5 10 r0.. mmcp MOM At mit KO •MOODO uppa RP WV MOM. mum 0/ :Clow arstsf f 6,00 Mr.. MP sr BASS A WELSH ENGINEERING IV MAW/ MIL Mo 000))x, n nc wMera RIM MO I-ai. Mn• a. NAM. MOM, RORWs tMwfll, 1...1 )0404 PUBLIC IMPROVEMENTS TO STAR! IDMT FSTATFS IMII CORPUS CHRISTI. NUFCFS CO.. TX PAVING, GRADING AND DRAINAGE PLAN. STRLE- AND STORN SLYLY 011O1 ILLEES0 • °' - �••• Mot bit.ps,no 42* 1L1•eub Iu•w.M .M,.., r'� ter;-,: �2;M:e 70";51i'' - Mw• n —rEMr1" I 1 MO TO II \ r u LI ` T. ,u, un'�lww MNP. • Mr • 0.I �u t140.0.06 MO ae n.ww G•W. Tr • P • 0260 PROP. ••0+0 • 0.11 ,,, .Mu a/ w. •I �u.n•�. M.v i PRO JLL_:_ VISTAFAR 0801 5 10 r0.. mmcp MOM At mit KO •MOODO uppa RP WV MOM. mum 0/ :Clow arstsf f 6,00 Mr.. MP sr BASS A WELSH ENGINEERING IV MAW/ MIL Mo 000))x, n nc wMera RIM MO I-ai. Mn• a. NAM. MOM, RORWs tMwfll, 1...1 )0404 PUBLIC IMPROVEMENTS TO STAR! IDMT FSTATFS IMII CORPUS CHRISTI. NUFCFS CO.. TX PAVING, GRADING AND DRAINAGE PLAN. STRLE- AND STORN SLYLY 011O1 ILLEES0 • °' - �••• Mot bit.ps,no 42* 1L1•eub re6 g ers 23 • 74. TECT 24.71 27 • ',MAP*. _P. 125070 ACK 11401.00 10 201707500. OA gr....rt. IT 14. It 10 3.00 4+ 5.00 6.00 /000 s -- ________ 0- --- I- _ - •TT 40.K....•.•us 0 — ..TRIU•41•711 - ------- --''•• rPROP AINC i..../.______, WTR _ ..A 070w aerawg__. ...,. . f.. , .... _ We, I/_2•__P. EITNIC TRW _ _ rz;:: "..1.wer. ._____ 2_,,,,,,,r, --- r..n-cr,mr,r r. • ‘ .• \ ... ‘, •• : • - 1:t..- .___ i_:-.21 " - -I. *a :.:--- t. --- __ - \,... , PIWY gO• SS • 0.21. [ V... ,,....-\___..)1...__ • 17 — 1.• PRC17. 0 .--- ••• WIC 50 0.211W) r 77 0 J 7 17P07 11,4•C 07; 1-- z.., 1 ,A A • f.,.I, 1;21.11.7.;rn. ... I 3 V 01 ... .. RP 11. 10vorcrem -777C - ,..oSTMAR DRIO) PREAIL( - 10' 2S Or "0 .. co -5 OTTO . /1..1•1 -10 10 W. 15 !4 5 0 2.00 3.00 4020 5+00 ',It ot 6.00 I " 11 pROFILE - 8' PVC <2 LNE *A" (1TAMPFDE ("RN.) Ur I. 200 Ls) VAT wPW.7.. 70 27.40 5 • 0.45 PROFILE - 8" 55 INT -13- ICRCISSING STAMPEDE DR1 7) 10 0 PUBLIC IMPROVEMENTS SHALL MEET CITY AND TCEQ STANDARDS Cp" siontd 717217425 P002470th0E 00 00.620.20 Pettg0.7041.P E. 6-00,740017e77 SeevIcrs. okHCay 80188301/114. 40*1.00.0WICT 7711.07.20711..0-U5 020. 20171211 62755.0640 BASS & WELSH ENGINEERING Ta URA.. RIC 10 '00027-00. TY 0207410:1210 KC MO 4•77. 3054 Tworrow %TM CORP, WW1. ,UBLIC INPROVEMNTS TC STARIACMT CSTA'CS UNIT I CORPUS CNPIS-I, NUECES CO , 7x S00106e+ SLIIL8 AND WA ILK PLAN ANLI ILL SAUL.— CO. no 51:!_0_074 — - _ - — - STARRY RD 010. ROWI I • - A ' 1c — z .... - -- ... ._____ 2_,,,,,,,r, --- r..n-cr,mr,r r. • ____ .,......., I " 11 pROFILE - 8' PVC <2 LNE *A" (1TAMPFDE ("RN.) Ur I. 200 Ls) VAT wPW.7.. 70 27.40 5 • 0.45 PROFILE - 8" 55 INT -13- ICRCISSING STAMPEDE DR1 7) 10 0 PUBLIC IMPROVEMENTS SHALL MEET CITY AND TCEQ STANDARDS Cp" siontd 717217425 P002470th0E 00 00.620.20 Pettg0.7041.P E. 6-00,740017e77 SeevIcrs. okHCay 80188301/114. 40*1.00.0WICT 7711.07.20711..0-U5 020. 20171211 62755.0640 BASS & WELSH ENGINEERING Ta URA.. RIC 10 '00027-00. TY 0207410:1210 KC MO 4•77. 3054 Tworrow %TM CORP, WW1. ,UBLIC INPROVEMNTS TC STARIACMT CSTA'CS UNIT I CORPUS CNPIS-I, NUECES CO , 7x S00106e+ SLIIL8 AND WA ILK PLAN ANLI ILL SAUL.— CO. no 51:!_0_074 — - _ - — - STARRY RD 010. ROWI I • --0—.>S i 0 • ��=a -- 1 4- d 0 0 0*0 11 0 7.2 _7/� _ VSTNWI 01155 r I ^ia- - n a -t `.2G /]_36]LL 174.338. .-!_ —. _ — — _ _ _ . , _.. sa..• _ - - — _ — _ _ ___—_.—___ ___ _ _ STARRY RI; (AO' ROA) • 1 • 13,00 Iim 1 1-„a-aF R-= - le • mid -- —s— -521VI1-6155- -LULU— —.*_._6.n10. - PUBLIC IMPROVEMENTS SHALL MEET CITY AND TCEQ STANDARDS 14 CO 15.00 16000 »0 -1-I I i If 12-Pv'�R Bi v srn vs CISTARRYRD (40 ROW)_—_—_—a+A 17.00 18.00 r CO0. ID ---- I - -- 1---- - - -- s - I 2 ------ to -----C7- 10 ss , o - -- ---- �o ,.n .. m... ,.% S _____" PK. Y�> Ss •Q St _` .we MOP 1o�� ,,, (_,__. L.e..x� - ! ..-_ .� I \r......12° s in... . .» oa ..oP. 1o'w.1 o - Mr.mu s • o HAA y "' V no , \\ v,.. 1 n m� 4 la..Yp , .a � PROriLL _SS LINF -0" (NI/SINFAR 2$13(0 On* owns Ws. 11•••./.• Y.Mwa.o"1aa1W1 Cox WI 011 It lIt,••110. 1. PORK BASS & WELS1. ENOINEERIN0 h A054 Rm. 10 .00oxx . C T. rnm.sl11. 1.5 r-sx. sos. a A1A.Ivr. v»ar, caeca wasu. rtTu PUBL. IC IMPROVEMENTS -0 STARL IGOT ESTATES MIT 1 6ORPUS CHRISTI, NUECFS CO. , T% SANITARY SLVLR AND VA11.R PLAN AND PROFILE An stn. 1 JL ova MJ•6_ JY` marc Amro Iv»AL JOS .41 wJ_ 1015 22 • 26, SIC, 25, N • T! • - 424 Ort. 90l 0 TOCI, OK •0. 20.7006.63. O• —e=L sae as I 8 at; le • G .I ! A 17 L 12 13 10 27 7.1 }jIA .o Is® Is IS • 1 w 7' s 215 170 10 s 111 19 20 21 22 22 1161.21 Eli _ 7 129 126 27 K1 r >6 22 17 u 2! 1. SANITARY SEWER RARE MAP 29 !0) 01 32 LI„ 35 37 • A.73270500.10 • 1 I 6 7 8 9 1114 1! ,9 16 I7 1• 10 120 1 x 2! 1241 09 2S 7 m WATER BgSE YAP Dann ei.o larwip •o• 1.1 sSt 2 le 77 29.67 WSTYM OHNE f` _ 'wen ow* - sets vY STARRY RI (b' ROW -1 iI - _ - D`9c5Iy.905A b7 Lana 5 P.aur,wla. oawmuSeYryes.ou-C.ty of a.4 v f.. ,Iw..wPa..n 9m•i-,41.4738„I00.1., o -US Oale. 2017.12.11 1637500600' BASS & WELSH ENGINEERING 1 S0 0)04 4(0 70 100027-40. 15 07015E0500 KG .0 11- 57. 511714 0.1111070 11110.1.1701111 p00(000. 01111101. 0� 000. 'UK IC IMPROVEIKNTS TO STARL IGH T ES TA TCS 062IT l CO8PUS CHRISTI, NUCCCS CO. . rx STCRM 8ATCR POLLUTION PREVENTION PLAN AND BASE MAPS ua . 00 2.1LINAL 1077 0,7 700 0 0110 y o� 064.0.40. 4. Ma COMMT6 Mat Men 04-0.02.066MM OM WO TN • PROP05111 S 040,00 r<arnucfd [ MK( OR COCCI° C. 5.44110 I PREVENroi catsn A< M CRC, mC 040 0014.CRau PRO SMCAWygtd CJ O _wr .11 22 23 2. O MIMIC .0.06 POWS PM OLaoe iea0 sroa. sea. MPS 140 MNI4 IIP ESTIMATE SI1000020 MO 0150111.04 MC If MC MI 14 • r ow a mama 004 6.00,00 • role .911.16.0611.. 4. COL M. MC tet MIME u Pno. ...ac s421 14.4 sway .ea 110a¢ M.O. IT OM O. MLR NOM roea0 VOMIT Ir PVt tit 13. Ir 0.0 OVVOI IOR MAW. E a. 211.0 •.0 .al Rid 0616.060. Nom OAP. 111.141.4 PANG 40.4.4.01640 MWT mom mwm TOW N.M. POMPOM MOM - .a11✓.1.2 M P•. MP .0006 04000 INK Om WORM 3 pi. COMM MCP0.0 MN roe. MOP. Pa -INTIM PREVEMIION NOTES COMM. DMA00.1. 14• PM . a u ra rt mar..<rIMMO ▪ MIS 4•0 04 M.2064. ...CMCCZ PC 411:2 IM PIM ORM • ..P rise srr'w iOI 'P I. • P✓• 'o'I`�.oia SPxlwi�u • O . IMMIX MC. u Va..K�.osr 04/610 04 IMMOM .0431 M0100.161 MOTT ea. Mt. MI IMP wr M.60 MOM 461 IMMO MPS a ro.-m4t< aa.NM jau.KwlmMK o0414 -a W.un.a wraK[ w• ys ' P.4s rw wKa IMAM( ..0 MonN.rt $E IYE�OM .04. 4 OAII cENCEMX MT M. IVO '"1R Ol5700 T=NPOR0P7 ;CN-ROL' 644. 40/14 MaMIM 1MTM 04 MM. al M 01.1 TOMM NaNIN spool by Rd. 5 Potto.142 Pf ON. tn.X.ttuS Ponwn�.lra. V eNI SCnxh. a-Ci7 Mnt�olCwgnC. emME.xnptrr•+•tto 44 :m 0220 wM 2017.0.11 163306 ae'oa SASS h WELSI ENGINEERING - 5 hTy1MNy Mc, b 14042 44. n rSONCRIt M4 b. y, 3401 5 NAvtc. S4MCT. CPrrv. 0546" IUw )5444 PUBLIC IMPROVEMENTS TO STARE IG0T ESTATES UNIT 1 CORPUS CHRISTI, NUECES CO., TX STORM WATER POLLUTION PREVENTION PLAN, ESTIMATE :IMIARV our loyi -CAUL. me AS R. or[ dLon02]J[1BOL ves*_ _ TYPICAL STREET SECTION - 60' ROW 610111-016.01171 VM/00 .0000 .+ (e0.R+00.000) 0).0 ....>m 0.1.0. s r 1.1•E SIRMVIZ.Strif 04.2 MO, ••• OMMMIT 00 . WC( a.... IMP oven!" m. T.av> ..o vmu 0000 1...1 meMISO MOM. 0101.. WN .., >°e COMM. Wen. vD D.w x 04.0. I...0 so.. wan PIMMILICa Am% Of 0315,0l 11041. MIRO 0 etc on 41, WO VO 00.01 TYPICAL STREET SECTION - 50' ROW .1NMW PROP . 12 "PVC DETAIL - ENO OF ROAD BARRICADE INSTALLATION (TYPE OM - 4R OBJECT MARKERS) P e� na- • AK moa. MYV 0•09. Omem00( WO .0 IC 4Nonv RI WM OM +Mr w..=sW Dpi ,1 POZ-LOC SIGN SUPPORT ASSEMBLY - �'cl YORKYOWM BLVD - PROP. 12'PVC FOR CONTINUATION Of PR0005E0 12" PVC WTR SEE SHEET 5 1 1(4•110 $IW tOC.11d SHALL K IN 6 NC .REASDI.GRW S..DED IN NE * 6 a 1+00 15 2+00 3+00 4+00 PM. iN NG 1 5+00 8+00 S PROP. 12"PVC W1R I 6.00 7+00 PROP 12"PVC WTR PROFILE — OFFSITE WATER 5 V MOT 00X0.041: ° 1,64CNMAFK IM r KI g InNas .• Lola uN OVNI .1,0 NV Of PM( 8 voRN ..r 0000 e STOP SIGN 6*STALLATION FOR RESIDENTIAL NIERSECSONS mAS WM Gall old mITTS.r. Mm01MY0 9.• 404 AWNS Ma MOMMOE 1.0000, mika0Y. a.P+..0,.5.4.0.1 a..A.4 NW...M Pt Datae •0,71/1/162,1106(0 BASS ANO WELSH ENG+NCERING 11 6EGSTMI. N0. i_S2. SOU S. MMISA. SN CET COMA DMSR, IOW 76464 PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT l _ CORPUS CHRISTI. NUECES CO., TI OFFSITE WATER PLAN AND PROFILE STREET. SIDEWALK AND DRAINAGE DETAILS Imt moi.( P6 AL.DO. ASSlL Wrt Noma, ..311 rett S..uT, gy TYPICAL SECTION SECTION THRU CURB .1 Lend, 00 O. 4' 0't! ler> 0 - loos • c•2 Dr+, Stop -+ Dors6721 '00 5100 601-0 .1 - 00,047,1 SI.O IfT_"IIQt Dose 1, Top 5100 0n•y ---r PLAN OF REINF STEEL Cr DANS C EL 1.=.1 MIK D lid 3- i MRS R .4 1560 • 0'-0 Mor) IL.0lgtn • 4 -.1., 0)0. min 10 5'-0" n0ll 66+100100 CITU 09100.04 one ono., e l aseV r e: n.' .soi9.' ion Uioyrlorr~ (10.34 1011.10 n r'•0', • 10 CCD slanaara. Ear &trw1Sr6A 04,r, t6 Hu, roll. rotor O Iti-CM 0047,01 a FOC 0 trcr o 'ff., oNvr Flan T0, refer to *AC uele aortic Cr, FOr 0091010 .Glory. t0. 00 001,1 r00..i•470^ts .S.0t Co 40•: • Ip n Oiitnouti r,iar1000 �r .eta 00,01pejo ot ran 3mi -for n1re 'ape ra1 ,ran De •110,11 .1091 fin.1,00 Iro00. Cure lr onta alvl9I Us re01m06 1 09 9100 .pt try opoW rppllsOMlq. N0 0,0•004�i•11 rpo erioce 'n O.�Mu ro> 011611.43 .111i t,OnOt 1rr raran O 1 Mr4 1'-0. nip, 0000.'. 00100,1 /4.000•0 r 1m1Or0l cove, . ove Fc. mous.rumous.3' WON, DO, 6 +0 be O'0,' leu. ,S• ••-0' 971,,410o. J' -O' oS , RAE 001 ,110•. i:, co,'M 1.1 914...6 In tro 04090. 00•ar00a 044000 .ir0 roinforcMlll IN901 00.100 •ne ro0a1/6/0M0 04 0500 1•.064 y DO 00 t roc.. o00 c I Ol.lrp0wn,+ dyw, W roe Cartroout'- cOt 00. ile rrto of . gyred •einftrcerent 4010 ole S07.00. Om fn ratio Of G0 601 / 00 .1. 5000409 of AN to i 1104 104. Min 000'6' 104. Won re0wr00. reviJO tot. .R114,11,.014000 In no MN of toe 04710 Iangt7 tn.„ vylao1 Our 1, roomed ,41 frr rrice.Os .300.000 101101 Dor •tcos. Trotole Conersion. 60*1+0p,1Ont of A0. 6 Gr GO 00 6' 0000 400 0100 5610. IIWI 59v1•-60 • .0.44 p In/ 0.1'1 • 160 k>I/t0 0010 • 0.054 .0 Ir/90. If 030.6 .Ira Is ,,00 to meet the 0.754 s0 INN r K in Item 0.0100,5, `me...strati 4 00 • 10.306 s0 11/ 0.154 s0 INI'l a 12 INN • 4.91' 000 &Doting. 600, 1,00 00 tarp., for 10, p0v4000 030.6. 0 1. 7'-2' r trody 7 1/0.4x100.6:. 5 ap., . u. 5^004 ^ 1t04 440:. GENERAL NOTES.' 0.010"60 00c0rain0 to 005070R00 Soee'f'eat40^n. Daewoo to Iry 60.4,1040 01 11 104009 woo, Al. roinforoirp stow. >1g11 DO 090.0 00. 011 concrete 50011 00 01040 'C• 0.190 14050 .000.1.751 Ew04oo 000 Nee 01065 "S' ' f10 of a 0.04 u ^104, • 0.7 worse 630106 fre0110610. .1.7000 firm, ri0.n0 surf0o0. 0r01.s> •C• c 051 11 rove o Ow 0000050400 14090 • 3.6070Del. Claes '5. 0minl to .eau 4.040 ` vpa>61ve 60-.0010 of 4,000 , 061. 11 004 u' 0an1G'M1t far 01105.4. In 001,m 0000 0+.9 '00 0 00 Snail De 0000 OrSa 3' at cir10rx a enol. De aalorroa -o povtoe 1 e /.• :000 0 *011 ;0196 W61 0- tw •'w tn. 0 0.10 Da 101000 0 09 6. 0 -0 0404 Pe 0./. o 1• Mia corer. '0,10301, Dara C m'0 Pe 0 off Q rahw0, a e Bars C 00 C -my r se& Sae a+-040-0 500-00 for 'Remo 0000 aro a 56elione and lerurnvnlno 00•001,0. NL93 LOADING SHEET 1 OF 2 -4. 01900.. .3000096th st 0f Tl0rrp0rb0on SINGLE BOX CULVERTS CAST -IN-PLACE O TO 30' FILL 000.0 0e BLrnI.N SCC -5 & 6 our se lawlYMOIlnarleo so I mama 0055 AN: 0E.S'1 ENGINEEROG -i, arteSAA•W W r -S4 3051 S. naMM Snit maws Iwai. mos row. 0018010 MPROVEMENTS TO STARLIGHT ESTATES UNIT 1 50RPV5 500151. NUECES CO., Tx '0001 51010 L 000 00104.0'5 6,05t IN 411I01 SCC 5e 6 011.00 rrt wv191 �il1i SECTION OIIENS)ONS 1 V BILLS OF REINFORCING STEEL (For Box Length - 40 feet) QUANTITIES e B Bore Bora C 8005 0 E...4 of 10' Molt FI •6{ B6 82.64 OrDor,N KO le' 409 B6 4`•4 BOri, K foot Pr 8prry1 062 b TO1011 60. J 891 plr w 1 S I,aIOTn' U I. 311 .w v 1v•p'♦ 7' • NO.I N I g I49n01n Rip71 v '/' 990 lvlRttl 11 x0 v 90610 M ae. I.6n91n F 061971 Vo. i Onn;; Ic» R61rr It171 r - CO, ttn R6;n1 nm U ' 2 3- 7" 7• 26' 194 •5 5' 5•-11•; 1,197 162 ••- 6 5'- 2' 673 2'- 5• 2'- 9' 162 .1 • 5'- 4' 901 2'- 9' 2'- '' 56 2'-D" 75 6 '' 39'-9. 212 22 39'-9 5.4 5.-11- 16 14 4C 0,35] 56.1 56 14.6 3,696 0.391 60.: ... 16 16.1 3,297 2•.0' 9'I 7 32' 494 53 •1,191 • 3• 645 2• - 6' 2'. 6 . • 191 . 9' 6 2• - 6• 2'- 3• 50 2'-0'I 75 9' 1 39"94 136 22 39''9" 514 5''11' 16 14140 • 3' -0' 7• 7 26. 494 -5 5" 4' • •. ,197 191 44 S- 5' "' .67 5'- 5' 2•' 9. 191 .4 + 6• M4 7'• R• 2'. 7• 5R 1'-041 112 6 7' 19'-9" 912 20 39•-9" 659 4'-1 '6 14150 0.166 0.434 M.2. 71,1, /. s 46 0.4 46 '.6.33.639 17.9 3.555 •'-O' 3•-0' 6 7 30' 194 15 5" '•• 1,137 195 • . :1• 779 3'- 6' Y'- 6" 194 .4 - 9• 616 2'- 6• 2'- 3' 56 3•-0'! 112 4 15' .35'.9• IDS 26 39'•9" 690 6'-11' 4140 5' r 4' 0' 7• • 26' 194 •5 5' 5' •• ' 1.197 154 44 ''' 596 4' S' 2'• 6" 1941 M 5 4 • 605 2' 6" 2'• 2' 56 4' 0", 100 6 " 39' 9. 212 29 39'-9' 693 5' it' '6 14 4C 0.439 43.1 0.5'I 56 16.1 3.604 5'-0• 4'•0' 6" 7• 33' 194 55 S' S'-'' ' ,•97 1 . + n• 907 4'• 6' 2'• 6' 194 .4 5 9' 616 2'- 64 2'• 3' 54 4••0"I 150 4 19' 39'•9. 1D6 26 39'-6' 693 5'-71' .6 14,40 0.477 01.7 0.5. 56 19.6 0,722 6•-3. S'-0' 7' 76' IDM i 5- .'l' 7.4 a - 1, 07f 5'• S" 2'• 6' 194 •5 a - Y' 605 2'• 6' 2'- 2' % 5'-0' 197 0 7' ]9'-9' 218 !0 SD' -9" 197 5'-11' .c 14140 0.49! 100.6 0.6, a6 19.6 0.060 5' 3' 5'-0' 6" 7'33. 194 - 5' 5' " ' .•9. IV . 6' J' 1,03? 5. - 6' 2'- 6" 194 •• 5 4 - 9" 616 2'- 6• a' 3' % 5..fr 197 4 16' 39•-9. 106 30 35'-9" 797 5•-11• '6 14140 0.521 91.5 0.51 55 21.3 3,996 6'-0' 3'-0' 7' " 22. 194 •_ ,433 1 ac1,098 3'- 5' 3'- 1. 162 •S .6' S'- 6' 957 3'- 1• 2.- '' 56 3•-D' 112 10 7 19'-9. 266 29 35'-4 - - 0.439 115.1 0.5', 63 16.1 4,666 6' D•I E'-0' 9. 0' 9'-0 6' . 9- 23' S07 ISP 162 f '' • 661 46 -' , •'24 1 7 6 • I. •12 1 6 - 5'1 ,126 3'- 6• 3'- 1. 162 -5 I6" 3'• 9• 912 3' 1" 2' O. 66 4. 0' 112 S I 39. 9. 1 1 29 0.410 0.556 119.6 21.3 0.5 0.51 67 70 19.9 22.1 1,645 4.027 3'- 7" 3'• 1" 162 66 6' S' -1O" 586 3'- 1• '9 2'. 55 3' 0 2 5 16' 39'•0. 133 29 39'-9 - 6' 3;4' 6'•0' 0 4'-0 7' Y- 25 [Y' 194 5 5 6- ..... ,400 19 3• 040 4' 5• 2'-10' 194 •4 5' 0' 648 2' 10' 2' 2' 56. 4' 0• 150 10 7. 35 -04 266 29 30'-9' 7 C ,. - C 4.3 104.4 0.5! 63 '5.6 1,737 0.527 133.0 0.5! Y! 21.5 5.144 1'- 8' !'- 1. 162 I5. 45 6' S'- 9" 972 ]'- 1• !'- 0 - 150 561 4 U 5 10' 39'-9' 133 l9 39'•9" r 194 . 6 6 -" 26 U'3 1 1,291 0.605 126.5 0.5 70 24.7 5.129 6'-0' 4'-0' 5' 0' 33' 162 467 6 7'- '• 1,724 162 5 6 7' 9• 1.295 4'- 7" 3•- 1. 162 •5 16' 5' 10• 966 3'- l• 2'• 9 • 56 4' 0', 150 5 18' 39'.0. 133 29 39'-5" 7,5 6'•0' S'-0' 7' " 20. 194 5' S• 1 6•-1.. 1,400 794 .4 , 6' 1' 1,669 9'. 5• 2'-10. 494 -4 5' S'- C. 649 7'-704 7'- 7 66 5'-0' 197 10 39 -9. 266 11 39•.9' 75, 0.576 111.7 0.5 63 21.5 4.503 0.570 140.1 0.5 63 23.3 5.696 6' 3• 5' Cr 6" " 26' 194 .61 S 6' ... 2,015 762 •5 6' 6' " 1.330 5'- 6' 3' 1. 162 •5 I6- 5' 9" 972 3' 1• 2' 9' 54 5'.0- 16' S 17' 39 9' 133 33 39'•9" 876 ' '5 5' 7' 3' 14 162 .5 I6• 5'-10" 966 3'- .• 2'- 9' 56 1.-07 103 5- 1a 74 -3. 173 331JU 666 I 9 IR 51 0.654 142.9 0.51 TO 26,1 5.740 4•-0' 5'-0' 9- R' 30' 194 •6 5' 7'- '4 7,064 147 .5 5' 6'- 6' 1,464 6' 0' 6' 0' 7' " 23' 194 •5 5' 6- " ' 1,430 194 •4 5 9' 3' ,'99 6' 5' 2' 1C• 194 .4 5' 5'- C. 640 2' •3' 2" 2' %I 9 0 224 IC 39' 9. 266 37 35'-9 992 , ! 16'45 0.569 111.0 0.5' 63 23.3 4.707 6'- 6- 3'- 1 162 45 6'! 5'- 9' 972 3 - • • 2'- 0- 56, 6'-0- 374 5 11 39 -3. 133 37 39'•9' 902 6 45 0.613 141.0 0.5 63 25.0 6.005 6'-3' 6'-0' 0" ' 76' 194 .6 5' 6 -' • ' 2,015 162 •5 6' 5 - '" 1,015 0.704 130.2 • , TO 26.7 6.^''' 6'-0' 6'-0 9" P • 3l 194 .2 1' - • ' 7,064 162 .1 r, 6 - 6• 1,011 6'- T4 3' - . • 162 •5 6-5•-71• 5674 1 - • ' 7'- 1' 56 7'-0" 224 5 IP 19'-94 113 17 39'-5" 9.7 ` " "- 0.• I0,6 001 608 . 71 1 16101 670.1 Vol. 54 .7660'0, 0.1 63 .Nm5n.1111^, .446 1"p• 2'-0• or I111. ' 090011180 90,060 .126 7•61n1011e913107 49KR; 5904170 IM 060510998116 of .65111•1064 60y09 WHO 0 ('901006 e0n9Y1t1er01 070nf0re6on1 w • Cs7502 60'S 60)451. IM 0760 03 09060r7 791n10,c' 644 001 6e •916850 02 • w 70110 or M 45 / 7C .9.. Sol59n9 or 669 46 Ii0979 10 4' Min 0.0 160 664. 0190 094,090. '1('09(06 100 6611.5 'n fro 6of •s1 one ororn •6W('o0 10, Ow 60 60 nde So.7901417 600 81/46 sone 50 70. 0104 alas .7mm, cen9w1. 1s.31 w s /.3• 0407010 Cen40,610n1 80010009173 01 N0, 6 Cf 60 01 6' 50001.9 017.• 775F. 619 99047703 - 10.44 e0 In/ 0.041 5 160 661/70 6511 • 0.754 50 'WI 7. I/ 032.9 -39. 15 .400 70 5807 7"O 0.764 50 17/47 9p16, I6 60 soccing moufmanani 1 5 41.460141.46016.M r • 10.305 04 i0710.704 00 1n/471 6 17 'n/77 • 4.61" M06 500617o. 4.9004.0 400 14219977 10(' fro 09070904 050.6 r1r6 16 4 60 I0, 113 410 60. 5 00,6. 00 211-2' In It NL93 LOADING SHEET 2 OF 2 AMO*. MON /Axes D79.259070 00 74 7718 0 fneyorberlon SINGLE BOX CULVERTS CAST -IN-PLACE 0' TO 30' FILL SCC -5 & 6 =U.,.1.41 MYR_16POMsw'�_ea_ 3118LIC 'MPROVEMEI,TS TO STARLIGHT ESTATES OMIT I CORPUS 7091001. NUECES CO., Tx TYPICAL SECTION SECTION THRU CURB Inc=nen 'rob lRooeeOy Slope, .onprn of f6:z 6v'. K� -or IOD • 6e-: Tao Snx Kers•a� ot 1 PLAN OF REINF STEEL r t� BARS C 0 BARS D 9 6' n Gs MRS B - Itoo • 1••0• Sax/ Menden • 4• $•) y D" ran to s' -C• m rot:,otwn ori ,elptt. ae Menoo T. pions. vltn pynr for roil, O 0070.• r area t t loot 1• .0' refer ECO • erdad. Ter •trooeree.It6 T6 b•io00 roil. refer 10 Oa -Cs etrtar 0. tatru600 . tretf:c rO:I, rr ee, •nen 76, 16. rotor 10 RAG Wont/aro. en fp• renlore safety, tie tolrpino reo.,iranente must et m•u tor 61 Or IOpe 01). 0x06010:t yeie0t e( i�0ee •0 6 a 01vel p-eccu truenres • :od709 e 00,7, ebn rvel m flonn T,re:l MLS C*000 w.Oni.- t ' p 0 Gnomes. I f neon mete • meet .. co, 'n awroires no d0itiae: 0o,pae0l:ar nil: De 011pet fa IFIe rriO. rye. it, mews lea Tnen 1'-0' •ign, ell * 0 e a c I nrt, enecessary oaintoloCtrs ray be emitted. r. fa nru ps :ens o r 3"ip 0) Q'•y'YDelC01. 2'•0' .Lion RAC Otor00r0 Is re•Orto0 1_ a7 In •te ploy. Deterred .Oise 011-0 reinforcement Ifl*1 rewind r re...rarertt. of AST4 060 mel be veal t r0Ol000 to Mt:0.1 reins Gent Orelet of 're est (.1tia4 7 t auu W r au:ree reinfa0).pnf nay W re0nrxA Dy t .. rot t. u1 60 1 / 70 ail. Spun:,, of Iraq :e 0 o 4• elm 0 IS' Nos. Men r.oulr e, Doty 1 1' 0,0 0. In Ine Wet of Ir :engin 0790 r7O for aui10lone DQ 011ie. ,0.. up for n: 0 .Ise. WHO, CCMe•t:OM7 ba CP/6. Eeasplo tonvorslons Aeplocaran of No. 6 Cr GO 0t 6 Suocit9 elect 0IR. NITsquired • 13.44 a0 IN 0.0') s 143 6.1/10 sal) • 0.154 N in/rl. if D30.6 • to o 000 0.15. 'n/ft roaor,orryttn 0.:. eeapr O rosy Yt.:l w • 10.306 •0 0.15. .0 in/ft) 0 12 in/ft • 4.111" 610. gm:rO. R00uir00 tap (009(6 for Ino cr./1001 030.6 .'r0 '0 7'.2' are equire/I for ,.-rn1tca Vs. p.'r n.. :4wu In to,, 4401. GENERAL NOTES. 300i0red according t0 HASOTO LR1O SDOolficat'on6. Coition. to *Iv assign,. II I I neigh. amen. Al'reInforOi09 61007 000:1 pe Grade 60. Alt carni. Y91 i be CION "C' visit these exceptia07 tee CION 'S' for top sites of converts r:en overlay, rltn t•N 1.00.2 C06trf0Ce ere0•fent. e:1n fisc 00 6100 04 fn. fans: riding Ir9 etrfow. 00 e crClass 'C' concrete 017 Maya I Iacop/v*67os 00 Of 3.600 Ni. C1044 TS'c4.Rurete NIG:: neve 0 0)0) C minim n Ca9r1NIve Serena. Of 0.003 pet. The use Of starer tome Ie MOI 0110.!0. 00 Tle bottom 0190 of the top 6700 Moll be Veen./:roe D' n• tie en Re:nf>cing bare MO:: D• edluet.d to prw:y 0 m y 1n:rn of I /.' Construction loii* 6 *now oot the rip :in. may N o:se0 o moot:our or 6' 0t ire C*0,r00ty911:4, .If 911:. If t01s option is coed. Bore E ray be cut orr er roi6M. MO Aere C One D nay De revar.00. See eru'OY0 SCC-uD for Honed vny. a9:. Section. Cie 'en0tneniny ytclla. LL93 LOADING SMELT 1 0E 2 06Or6emee/fewsarlJm wol SINGLE BOX CULVERTS CAST -IN-PLACE 0' TO 30 FILL SCC -8 .e on -Ku/ WO MOM ION MOT INIV • 0655 ANU Yrt37 LNI.INLCRING '• .Ceelen se e0 4-41. JOY >. µY LY na50r colon croon. Rae aha. STALL1 'T ES' TES UNS TO STARLIGHT CnRI 6', N0 $ UNIT 1 CORPUS C1.R6T!, NUECES 00., TX 7.000 00+01 900 CULVERT$ CAS' -:N PLACE scc-0 wen loo WU Op vaoti. IVO -111LOSON- .aro 0L or to tDaar__r� aett ye t !1t 6,1 ala It SECTION DIIENSIONS CO - r BILLS OF REINFORCING STEEL (For Box Length • 40 feet) QUANTITIES DOlrs D Doris C 851.0 D Barb E-04 of 18' 13337 BOr6 F) -a4 Barg 92-54 of 18' 1b0 Bore N 4-•4 Bora K Per fOpf of Farr ral Curb 709511 30. / 6440,4 l9e1p't 92. 1 L9n0'n . 7 '7' No. _ N .919.1, .. '1' No. L.n9'n 91 5 N 050111 a- j A0. .00011+ 1• _en9,1. � .. ) , n _ Cwle 0.101 Inn ILO/ 5 0 2 U 9. 0' 4'-0' 7' 2' 11' 107 .6 E. 0' 11' 7,'70 '94 .5 5 6' 8 • 4 5' 4. 3. 194 85 S• 6' IC' .o3 4 3 2' 7. 56 4' C. 150 13 7. 39' 9',345 32 39' 9' 150 6'-11• 24 !, .' 1.563 '1.6.3 3.7 81 23.9 16,733 „l - 6- . • 3' 154 76 5' 6'•11' 1,03 4 - 3• 2'' b' 56 4'-C. 150 6 16' 39'-9'- 159 32 59'-9' 150 6'-11' 24 20 5' 0.620, '19.2 0.7 97 25.1 1.001 8'-0" 4•-0' /' 2C' 25. 1.30 194 .0 194 .0 <, 59b 5 2.64' 5' 2,641 '9. •S > •5 3 6. 1C' '34 .6 • 6'-I'. /.. 3. 2'- 9• 56 4'-C' 150 6 16' 59'-9. 159 32 39'-9' 950 9'- + 24 22 62 0.1141 +16.2 0.1 46 29.5 1,095 9'•O' 4'•0' 9" 1' 1,040 - 9' - 3' 4 - 4' 194 159 .5 K 5' • 0" 4'b r - 6' 1,555 4 - 3" 3'- 3' 56 4'-C' 150 b 16' 39'-3' 159 32 39'•9' 150 9'- 1' 24 22 62 0.774 '80.2 0.7 86 31,I 1,295 0'.0' 4'•0' 70' 9' 6'•0' 4'-0' 11' 9' SC' lbw •r - 3" 3,065 5 3'- 0" 1.021 4'- 9' w - 3' 194 05 5' 7'- 2'1 1,460 4 - 3' 2'•11' 56 4'-C' 160 b i6' 39'•9. 159 34 35'•9' 803 9'- 5' 29 22167 0.867 181.7 0.7 4' 35.4 1 1,633 4•-0' 5•.O' 1' !• 13. 1 2,110 4' a' 1.556 5'• 5' 4 3' 194 55 5' 6'-10', 1,363 4 - 3' 2' i 56 7' C' 167 13 7' 39'.9 145 76 30'.9" 656 0'-11' 24 20 97 0.6121 174.9 0.7 91 75.7 , 7,079 4'-O" 5'.O' 6 T' 14. 194 .6 5' 0' 2.599 194 85 5 9' 9" 1,013 5', /' 4 - 3' 194 .75 5' 6'.11' 1,400 4'. 3" 2•- 6• 56 5' C. 191 6 18' 39. 9 159 38 35'-9' 956 8'-11• 24 23 57 3.699' +81,8 0.7 41 27,3 1,354 8'-0" 5'-0' 9' 8' 20' 190 .4 5' 9' I. 2,64' 194:.5 5' 4' IC" 1,990 5'- 7• 4 - 3. 194 75 5' 7.- 0' 1,416 a - 3" 2'- 9' 54 5' C' lel 6 18. 39' 9' 159 31 38 -9' 996 9'- • 24 22162 0.793 '83.9 0.7 86 3'.3 1,441 9'-0' 5'-0' 10' 6' 23. 194 rt 5' 9' 1' 2.64' '54 •. 5' 9' I•• 2,005 5' 4• 4. 3. 194 .5 5• '• 1' 1.433 4• 3" 2' 10' 50, 5' C. les 6 16' 39' 9 159 36 39'-9' 956 9' 1' 24 22162 D.921 '44.7 0.7 46 33.6 1,475 8'-0" 5' 0' 11' 9' 30' 194 •1 5'I 9' 3" 3.668 '94 45 5 '0' 0' 2.023 5' 9' w 3. 194 .5 5' 7' 2' 1,450 4' 3" 2' II' 56, 5' 0' '87 6 16' 39' 0 159 38 39'-9' 1,009 9'- 3' 25 22162 0.922 2)2.4 0.7 47 37.6 8.583 8' 0' 6' 0' T. 7' 13' 194 •6 5'I 8' 2,598 '62 .5 6 '0' 8' 1.602 6' 5' 3' 162 .5 6' 6' 10'- 1.155 4•- 3• 2' 1' 564'-0' 224 13 1' 39' 3 345 40 39'-9" 1,062 4'-''' 24 20157 0.655 '19.7 0.7 81 26.9 7.267 9'-0' 6' 0' 1' 7' 16' 194 •6 5' 9' 2.598 '34 .5 i '0' 9' 2,175 6' 6' w- 3. 194 .5 5' 6'-11'1 1.400 W - 3" 2'- 8' JI 561 6'-0' 224 6 18' 39' 9 159 40 39'-9' 1,062 8'-11• 24 20 57 0.712 .40.5 0.7 91 29.2 7,699 1'-0- 6' 9' 9' 6' 20' 194 •4 5' 9' ' 2.64• '34 35 5 '3' IC' 2.192 0'- 1' 4'- 3' 194 85 5' " 0".. 1,416 4'. 3" 2' 9' 561 4'-0' 224 6 16. 39'-0 159 40 39'-9' 1,062 9'- 1• 24 22 62 0.8151 182.5 0.7 86 33.3 7.786 9'-0" 6'•O' 10' 6' 23' 194 •6 5' 9' 1. 2.64' '44 45 5 '3' 1" 2.239 6'- 8' 4 . 3' 194 .5 5' ' • I'1 1,433 4'- 3"I 2''0' sal 6'-0' 224 6 16' 39•.9 159 40 39'-9- 1,062 9'- 1' 24 22 63 0.472 193.4 0.7 16 35.6 7,870 9•.0' 6' .0' 14' 9' 10. 194 .. 1,660 • 44 .3 5 '1' 0.' 2.276 6' 9• 4 - 3. 194 .5 5' 7'- 2' 1,450 4•- 3' 7'- 'I' 561 1'-0' 224 6 16' 39. -51159 42 39'-9' 1,115 9'- 3' 29 22 62 0.978 221., 0.7 87 39.6 , 8,929 9'-O' 1'•O" 7- 7' 13. 194 ., 5 9' 7,540 '94 .5 1 11'- 0' 2.561 7. - 5' 4 • - 3' 194 63 5' 6'-10' 1,363 4'- 3" 2'- 7' 561 7'•0' 262 13 T• 39'•9" 345 40 39'-9. 1,062 6'•11• 24 20 57 0.6991 200.3 0.7 91 28.1 9.092 9•-0' 9'-O' •'-0- 7'-0' 4' 9' 7' 4' 16' 20. 23' 194 •. 5' A'-' 1. 7.548 44 .5 5'.11'- 9' 7,978 '- 6• 4 - 3. 194 46 5' 6'.11' 1,400 4'• 3' 2'- 6' 56 7'4' 262 6 18. 39'•9- 159 40 39'•9. 1,062 6••11• 74 20 57 0.755 0.864 196.5 196.0 0.7 0.1 e1 86 30.97940 35.39024 9.421 4'• 3" 2'- 9' 56 1•-0• 762 6 1a' 39'-9" 139 40 39'-9' 1,062 9'- 1• 74 27 62 194 41. 162 .1 5' 5' - 1. 2,14+ 6- 1.1:00 '94 75 1t.5.111'-10" ' .5 I5'T11•'I1• 2,394 2,911 7 - 7' 4 . 3' 194 .5 5' 1•. 0', 1,416 4.- 3' 2'-10' 56 7'-0' 262 6 18' 39'-9' 159 40 39'-9' 1,067 9'• ,• 74 22 62 0.922 704.4 0.7 88 37.6 7'. 4• 4'. 3' 194 .5 S. 7 . 1'1 1,433 e' -O" 7'-0' 10' 6- 190 •r 5 v'v. 6 1,60 vis 45 5 2'- 0" '2'- 2.424 1'- 9• 4 .1• 44 .5 7' 5' - 2-1 1 450 4 - 3' 2'•1 I' 56 1' •0' 264 6 1a' 39'•9" 159 42 34'.9" 1.115 9'- 9• 25 22 67 1.0341 727.1 0.7 87 42.1 9,161 1' •O" 7'.O' 11' 9' 50' 6''0' 8'-0' 7' 7• 13' 194 e4 5- 8''', 2.597 '34 .5 5� 4' 2,563 1'- 9' 4 3' 154 .5 5• 8" -IC' 1,393 4 3' 2'- •' 56 8' C- 299 13 7' 39'-9"1345 44 39''9. 1,164 8' I ' 24 20 57 0.742 208.9 0.7 81 30.4 8,432 9".0' /'•0' 1' 2' 16' 190 •6 5 8' 2,398 '34 45 5 '2' 9' 2,540 9'- 6' 4. 3' 194 .5 9' 6' 11' 1,433 4 3-: 2' 6' 56 8' C- 299 6 16' 39''i" 159 44 39'•9" 1,164 9' 1 24 20 57 0.799 205.1 0.7 91 32.6 6.245 8'-0' 8'-0' 9' 6" 7C' 154 .6 5- 5' 1' 7,6•' '44 45 5 '2' 101 2.597 8' 1' a • 1- 194 .5 5' " C' + 4.6 a 1' 2• 9• 56 9' C. 799 6 '4' 39' 9' 159 44 39'-9" 7,161 9' '" 24 22 62 0.914 207.9 0.7 16 37.3 0,372 4'.0" 8'-0' 10' 6' 21' 11,7 .1 6' 9'. 1' 9,0.07 '94 65 5 '7 -1•' 7,6.4 9'- 8' 4 - 1' 194 .5 9• I. 1,433 a . 3' 2'.10' 56; 8'-0' 299 6 '6' 39'-9'1159 44 38'-9" 1,164 9.. " 24 22 62 0.971 717.3 0.7 46 39.5 9.767 6'-0' 8' 0' 11' 9' 70. 194 •7 5 9' 3' 3,668 '.04 .5 5 '3' C. 2,630 9' 9' 4 3' 194 '5 5' ' 2' 1,453 + 3- 2' 11' 56j 4'-0' 299 6 ,9. 39' 9'1159 46 39. 9' 1,221 9' 3' 25 22162 1.0901 235.7 0.7 81 44.3 9,514 0 For .ml, Dox • re wlntmw, +I 1 Ne10n'no,1 e 641 /Or 0,1 Ou1r10 •144 464 1501 7"0. 00, 2,1i. 10 W Dpfor5.0 blo.O 1". r&lnforce.en' 79991 ree7'7'9 1K r.lre7.'4n10 0 05110 9,064 y 04 0490 '0 '001004 w coveM'0r01 441411 ...rem *own at "De 0011 roctor'3 t itn. 119 ore. 0• r 'red-810rcwT51 707 04 1010 03 8710 "3710 Of 60 661 / 10 441. 5006159 Of 0.. 9011 19 ' I91 too 70 4' 101" 0.10 18' 80,. 11181 7402.490. 1/041a. ICp 301134s I0 1M 989 04 tiro sae ,019tH r4.1r10 401 1M 10.1401817 00' 6'24, roulow b fOr vire 01[00 Dateee+ canyon, ;anal Der 6-02s. 6001014 00005181041 98910009r7 04 60. 6 0' 60 0' 6' 5000154 0175 1617. 9118 140,1104 • 19,44 94 in/ 0.9') 0 160 451/70 0411 • 0.154 30 In/f t. If 210.6 .Ir. 15 used 10 meet tn. 0.734 s0 In/47 1..lre111W. 11.19 9000'.. 169 4000140/ 4001:10 • (0.306 89 In/ 2.754 40 1f✓f') 0 12 15/f' • 4.97'• 000..1.91.3 I= 1e717711 for 7rl4 2,41040 030.6 rare 14 7'-2" kap require* fe4 17063740 No. 5 Drs, O6 9vien In H44 440/. Loom SHEET 2 OF 2 may, 71.4C891I6eee at 70+00407 000 8104.46.44 SINGLE BOX CULVERTS CAST -IN-PLACE 0' TO 30' FILL SCC -8 00111r4w •.r ...Mr 1401.67..1.' W 9555 *NU WLL'Sll (90191(70414 1.13061.3,59, 03. I-34. 0454 5 w41604 51044 008755 04132. 16245 70o0. 211191 Y. I1.E7R0921.1FNTS 717 ST4RL1021T ESTATES '3237 1 6004153 CHRISTI, 2229605 CO , T3 1'300T 511106E Box CULVERTS CAST -.N P;,,UCE SCC -9 4.4 fer -01.23030. Dar Mantel 3L'1L• 9. row 4.4% n 104 bora BNe C • Tap Sea 801,an 5100 &70 01 0C's V - bo••a• Sipa --'Inml,rlrsr0r iK�eO ;i!®II�n IIIIIiIIp 1111 I1III I1IH I 11111111111111 !!!! NEHMn C TMSWT 1�1 ■YlffvolIahIIMA 0041 D - Lbllen 51¢ r11�WIIIMIIIpllllgl 1111 1111111,1111 ' .'.. ... bore .1' 901101 5100 —/ WALLS APO CURB SLAB PLAN OF SKEWED ENDS - FROM 0' TO 15•'.^ 1:1. PerMna y ro tc n- 1- ca -0 0 110-0 C •'005100 0040 C - 50,100 5,00 l• Bora B - 100A rK e ., Betio- 5100, Bore r2 �r!9 (her 11g twvotwr, bw B De0OIMs loss Mon nowt Of the normal aposenp f eto 11 001 JlInp i«gm o avoid Merl B 1d f wlnl vary in 4 0 ao ' eke or:ona L 1.0, nT:If lror over -01, wtotnl Ilan engin, Btts r. and f2 l0 I continuo.. rnf ,the ana^ -ion- They ane n r n parcel, vn *Mils of n, Max Cohort. (POW, necessary 10 OvO'd tne elm Cleating ,n Iwo of''Bow t ono Ikea 0 tray 00 Shortened t0 a minir.r or 1.-6' 30' ala 5'. Tom blown 0ply lean, oto . apt ins n 0.0C,mQ160, 5, CC ono ,dada 00 00,1 lel to me 1,0010110w spacing O.0n5 eons 5 000s, On Int •'0'90rC• 4,11 De ineregiNla .0 a eo•o . 11111111111111111F III'IIIIIIlIIIIIIIIIl ammlin MIN iiilliiTBOiRTi WNW 11x111■ 1/T YIW1Ns.■.e•P.rmTu..fl <•�tly0: tv-a C..10 wet 00' : -.r_ S1m 40, . • Mortar S OD vex ,.. - Ow Stn- -cv oars a 50, IT b. an �.: MALLS AND CURB SLAB PLAN OF SKEWED ENDS - OVER 15' TO 30' Bcra B - Sm $ 50t -O., 5106—. L hilt • . 5004 Kora C • lou Slob Bars 0 • Bottom 5190 Ur* r+ - Top 5 ¢ 00(L- Mcrs I4 - Mwtom PLAN OF ANGLE SECTION — FROM 0' TO 15' 414-- //4, untroIiHI14/71.14/1 ql t'��//��'�hr/ ' ��"' Ocro tr-4105.¢ 49/ / Marc Sty - Bana4, 1a6�-'`/ erre N Mfrs C - 100 5,00 Cv0 D - Dot.0, 5100 600.0, 5105 f bon. fa I1100ar Ory 10 IrTt0ln over 5001 r Bars r c Slob s--ea-a A 03.-e -) tic/ o* 00 WALLS AND CU2B SLk° PLAN OF SKEWED ENDS - OVER 30' TO 45' -umirsor a.c.oc 1111111111 1i!®11 minim X111 In All 1Ell 11111■ ' 111111101 'ffF �- (11111111 our n■ ellen. 1l III 111111m Length or mesonslm �5 Bors 9 • 100 i bet tom 5,00 9300 c - •00 5,05 Bc-n 0 - 00,1an SI¢ 0,1,1:,.3 Bux Colvery LENGTHENING DETAIL(') 11m1r1 or Anglin arra f . - 44,41 o,. 5 kora 0t • Bntt01 Sinn PLAN OF ANGLE SECTION — OVER 15' TO 30' 955a C - lou 51¢ 955e C • Boman SIOD PLAN OF ANGLE SECTION — OVER 30• TO 45• KOK .5 •s C - 1,0 Stab 90-0 C - Sainte Slab (0:1*0: 0ror Dox OulNr11 with 'eA1 Iran 2'-0' 01 fill. Ire 100 1100 00001 De broken DOCK 10 trevi00 0 MlnImRll 1'•10' '00 of 1, existing I0np tlginal Dara 0101 0111 10r91tu01n01 DOre in the x . if Ire Orn a 1111 2'-0 poorer, Ire 0 0 extension. a DIOK1n 0¢K a araviae o 1'.0' 1n1111m sant cf existing mflpltu011a1 reinforcing Into nil ex/ovals. AlternCt'00ly, if fro 0111 reign• i grettee *non 2'-3'. /lie 0xi111ng Curb trey De left it D100e Ono 2'-0' 1009 'f 09re no 1 oe 0x111.0 01010.1109 1'-0' 1000 450 00900111c 000 0100 r -f- cantor t app :to. Slogs and spm snail o0 e1OKon 0¢K w her reIn4 1c Stall fel/eyed extend i». Cxac•o0 1001,001 InG he ex r0In00r0 107 0 I no t 0• el• sono 01'. 1 the eensions . Bron lergln Curr exist in0 DOx charms:s t,1n horizontal 0i 904 104 fr s; lions stcr51104, rd 00 10.00 014. rorl00 0* he n0 -I r. trm1il; ms 0 011 DO m00 m 01-•C10C by the errupted. 601,orn I In alma 4'111 CIOmot.l ' 00701 m Y11n "7010 rent into _x01'109 n 50.0;'0 0 cover "70.0 pent rra.: la. nOnntc n ra spec,,cd r raw, ercnre. GENERAL NOTES. Ceelaea - -dTn0 10 204110 2011 0 5ocoi0iaa,ime. It 'inrcreln0 step'. shot. De Cray w. All a 44, 1 De505 0' 1111 01111 1`• 0,00s S' for -w :1000 01 W SOY,r r 1,11 face rra n firth fM tap •0¢ csr me Coal riain0ew-f¢e. Class el, labs a aalarw,sive x engt Or 0.600 Doti. �5' 00n0,1e Pall nave o minlaun ccrveels ve crrongln of 4,000 w:. Tim use ui1�,t BoxtNl0W 0. nal ll?aaai COU47 000¢0 •001,010 fen 01* its O0 vice '0 00 51 Of Cu ,erl, f> 0001 co* 0 a-0 0.9 e ectl Ons • r i Single Bos C540wt• Cwt•In-G.c50 n oro Ia •'.000110 1021 O1. nOt ei, 51 f1.ef wed 1000 004 a curDa.1 One 00Y 014+00 50 Iia 0, loomff Bars K. curb �icrete 001,0. 11001200• ntl 4 e uivclro tet 1ptt b01viding *he a<e 0100 n the C„ I ver t standar. Cy the 110 of the skew craps. Laos EC, Borg N, when reylrod, en1" be 1' e o- Acectoe DOrs 5510 2'-1' fOr 500x0 000080. 6193 LOADING base Depoo lent a PonePorCOrn Nip Stoneent SINGLE BOX CULVERTS CAST -IN-PLACE MISCELLANEOUS DETAILS essi.r am.ROOM nr..rae SCC -MD *ASS ANJ Nt.1.1 tl4UINttIOINL r 0LOf11.0„ x55 0 -St. 3101 S. NAR. 50t:' Dai 19 0000*. Rut ,1141 PUBLIC MPROVEMENTS TO STARLIGHT ESTATES VMR 1 CORPUS 0040)541. NUrCfS^.0.. 10 -900T SINGS BOX CVIVER'S UST -1N PACE MISCELANEOUS OETUIC 57C -WO nano I.•.o , NIXON M. WELSH, P.E., R.P.L.S. Email: NixMW@aal.cam REMOVE EX STING BRIOGE REIMBURSABLE BY CITY BASS WELSH ENGINEERING TX Registration No. F-52 Survey Registration No. 100027-00 P.O. Box 6397 Corpus Christi, TX 78466-6397 STARLIGHT ESTATES UNIT 1 COST ESTIMATE BRIDGE REMOVAL 02/02/2018 3054 S. Alameda St. 361 882-5521- FAX 361 882-1265 QUANTITY UNIT UNIT PRICE AMOUNT 1 DEMOLITION OF EXISTING WOODEN BRIDGE AND ABUTMENTS 1 L5 12,40000 512,40000 2 HAUL OFF ANO DISPOSAL OF TREATED BRIDGE TIMBERS 1 L5 2,20000 220000 3 HAUL OFF ANO DISPOSAL OF CONCRETE RUBBLE 1 LS 1,300.00 1,30000 4 EXCAVATION AND DISPOSAL OF SPOIL MATERIAL UNDER BRIDGE 50 CY 30.00 1,500.00 5 SUPPLY AND PLACE SELECT FILL 180 TONS 20.00 3,600.00 6 SUBGRADE PREPARATION AND COMPACTION (INCLUDE RE -ALIGNMENT TO CENTER OF STARRY RD) 120 5Y 20.00 2,400.00 7 TENSAR GEOGRID(INCLUDES RE -ALIGNMENT TO CENTER OF STARRY RO) 120 5Y 5.00 600.00 8 8" CRUSHED LIMESTONE BASE (INCLUDES RE -ALIGNMENT TO CENTER OF STARRY RO) 120 5Y 17.50 2,100.00 9 MC -30 PRIME COAT I INCLUDES RE -ALIGNMENT TO CENTER OF STARRY RD) 120 SY 6.00 $20.00 10 2" HMAC (INCLUDES RE -ALIGNMENT TO CENTER OF STARRY RD) 120 SY 17.50 2,100.00 11 30'' RCP 72 LF 6000 4,320.00 12 CEMENT STABILIZED BACKFILL FOR RCP 85 TONS 8000 6,800.00 13 TEMPORARY TRAFFIC DETOUR LANE - SUBGRADE PREP 340 SV 20.00 6,800.00 14 TEMPORARY TRAFFIC DETOUR LANE - ROAD BASE 340 5Y 1750 5,950.00 15 REMOVE TRAFFIC DETOUR LANE 1 LS 2765.00 2,765.00 16 TRAFFIC CONTROL - ROW BLOCKAGE PERMIT, BARRICADES, FLAGMEN, TEMPORARY SIGNAGE DURING CONSTRUCTION 1 LS 5,500.00 5,500.00 $61,055.00 10% ENGINEERING, SURVEYING & TESTING $6,105.50 TOTAL CONSTRUCTION $67,160.50 EXHIBIT 3 Page 1 of 1 INSURANCE REQUIREMENTS CONTRACTOR'S LIABILITY INSURANCE A. Contractor shall not commence work under this agreement until all insurance required herein has been obtained and approved by the City's Risk Manager or designee. Contractor must not allow any subcontractor to commence work until all similar insurance required of the subcontractor has been so obtained. B. Contractor shall furnish to the Risk Manager or designee two (2) copies of Certificates of Insurance, with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the Risk Manager or designee. The City must be listed as an additional insured for the General Liability policy and Business Auto Liability policy,and a waiver of subrogation is required on all applicable policies. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-Day Notice of Cancellation required on all Bodily injury and Property Damage certificates or by policy endorsement(s) Per Occurrence/aggregate COMMERCIAL GENERAL LIABILITY $1,000,000 Per Occurrence 1. Broad Form $2,000,000 Aggregate 2. Premises—Operations 3. Products/Completed Operations Hazard 4. Contractual Liability 5. Broad Form Property Damage 6. Independent Contractors 7. Personal and Advertising Injury S. Professional Liability(if applicable) 9. Underground Hazard(if applicable) 10. Environmental (if applicable) BUSINESS AUTOMOBILE LIABILITY $1,000,000 Combined Single Limit I. Owned 2. Hired &Non-owned 3. Rented&Leased WORKERS' COMPENSATION Which Complies With The Texas Workers' (for paid employees) Compensation Act And Paragraph II Of This Exhibit. EMPLOYER'S LIABILITY $500,000/$500,000 /$500,000 PROPERTY INSURANCE Contractor shall be responsible for insuring all owned, rented,or leased personal property for all perils. C. In the event of accidents of any kind related to this project, Contractor shall famish the Risk Manager with copies of all reports of such accidents within ten(10)days of the accident. Exhibit 4 Page 1 of 3 II. ADDITIONAL REQUIREMENTS A. Contractor must obtain workers' compensation coverage through a licensed insurance company in accordance with Texas law.The contract for coverage must be written on a policy and endorsements approved by the Texas Department of Insurance. The coverage provided must be in amounts sufficient to assure that all workers'compensation obligations incurred will be promptly met. An"All States endorsement shall be included for Companies not domiciled in Texas. B. Contractor shall obtain and maintain in full force and effect for the duration of this Contract,and any extension hereof,at Contractor's sole expense,insurance coverage written on an occurrence basis,by companies authorized and admitted to do business in the State of Texas and with an A.M.Best's rating of no less than A-VII. C. Contractor shall be required to submit replacement certificate of insurance to City at the address provided below within 10 days of the requested change. Contractor shall pay any costs incurred resulting from said changes. All notices under this Article shall be given to City at the following address: City of Corpus Christi Attn: Risk Management P.O. Box 9277 Corpus Christi,TX 78469-9277 (361) 826-4555-Fax# D. Contractor agrees that with respect to the above required insurance,all insurance policies are to contain or be endorsed to contain the following required provisions: • List the City and its officers,officials,employees,volunteers,and elected representatives as additional insured by endorsement, or comparable policy language, as respects to operations, completed operations and activities of,or on behalf of,the named insured performed under contract with the City. • The "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; • Workers'compensation and employers'liability policies will provide a waiver of subrogation in favor of the City; and • Provide thirty (30) calendar days advance written notice directly to City of any suspension, cancellation, non-renewal or material change in coverage, and not less than ten (10) calendar days advance written notice for nonpayment of premium. E. City shall have the option to suspend Contractor's performance should there be a lapse in coverage at any time during this contract.Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. F. In addition to any other remedies the City may have upon Contractor's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required,the City shall have the right to order Contractor to stop work hereunder, and/or withhold any payment(s) which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements hereof. Exhibit 4 Page 2 of 3 G. Nothing herein contained shall be construed as limiting in any way the extent to which Contractor may be held responsible for payments of damages to persons or property resulting from Contractor's or its subcontractor's performance of the work covered under this agreement. H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory with respect to any insurance or self insurance carried by the City of Corpus Christi for liability arising out of operations and completed operations and activities under this agreement. L It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this agreement. Exhibit 4 Page 3 of 3 minx(n I a, iv ... diva s City of n1 Corpus 11 ..........•Christi DISCLOSURE OF INTERESTS City of Corpus Christi Ordinance 17112. as amended. requires all persons or firms seeking to do business with the City to provide the following information. Every question must be answered. If the question is not applicable. answer with "NA' NAME: MPM Development, LP STREET. PO Box 331308 CITY: Corpus Christi ZIP: 78463 FIRM is'. d Corporation ❑Partnership n Sole Owner ❑Association [I Other DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3%or more of the ownership in the above named "firm". Name Job Title and City Department(If known) NA NA 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3%or more of the ownership in the above named "firm". Name Title NA NA 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituting 3%or more of the ownership in the above named "firm". Name Board. Commission or Committee NA NA 4. State the names of each employee or officer of a "consultant" for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named "firm'. Name Consultant NA NA CERTIFICATE I certify that all information provided is true and correct as of the date of this statement. that I have not knowingly withheld disclosure of any information requested' and that supplemental statements will be promptly submitted to the City of Corpus Christi Texas as changes occur Certifying Person. Moses Mostaghasi Titte. General Partner (Print) Signature of Certifying Persdy/; Date ¶) / 77 or.IF ,,w, ,.Eu .I„VI.I. "I.LI„1 , , Page 1 of 2 222 In"NI Exhibit 5 DEFINITIONS a "Board Member'. A member of any board, commission or committee appointed by the City Council of the City of Corpus Christi. Texas b 'Employee'. Any person employed by the City of Corpus Christi, Texas. either on a full or part time basis, but not as an independent contractor c. "Firm". Any entity operated for economic gain, whether professional. industrial or commercial and whether established to produce or deal with a product or service, including but not limited to,entities operated in the form of sole proprietorship, as self-employed person. partnership. corporation, joint stock company. joint venture.. receivership or trust and entities which, for purposes of taxation, are treated as non-profit organizations. d "Official. The Mayormembers of the City Council. City Manager, Deputy City Manager, Assistant City Managers Department and Division Heads and Municipal Court Judges of the City of Corpus Christi Texas e 'Ownership Interest". Legal or equitable interest. whether actually or constructively held, in a firm, including when such interest is held through an agent. trust, estate or holding entity. 'Constructively held' refers to holding or control established through voting trusts. proxies or special terms of venture or partnership agreements f. 'Consultant" Any person or firm, such as engineers and architects, hired by the City of Corpus Christi for the purpose of professional consultation and recommendation. S.• .,�L �„ .., , 'N1 . „. ..�,) a,.,o Li pp. ,.,�.�. . P I',.. P.rruia. Exhibit 5 � ��” Page 2 of 2 City of Corpus Christi Development Services 2406 Leopard Street,Suite 100 Corpus Christi,TX 78408 Doc 2018024813 t Pages 34 06/07/2018 3:55Ph Official Records of NUECES COUNTY KARA SANDS COUNTY CLERK Fees $143.00 Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY because of Race? Color, Religion, Sexy Handicap, Familial Status? or National Origin is invalid and unenforceable under FEDERAL LAW? 3/12/89. STATE OF TEXAS COUNTY OF NUECES I hereby certify that this instrument was FILED in file number sequence on the date and at the time stamped herein bs me, and was duly RECORDED in the Official Public Records of Nueces Counts, Texas KARA SANDS AIR-3\7)/k. +),. i.