Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
C2017-206 - 3/21/2017 - Approved
2017-206 3/21/17 M2017-038 Haas-Anderson Construction Ltd. 00 52 23 AGREEMENT This Agreement,for the Project awarded on March 21,2017, is between the City of Corpus Christi (Owner)and Haas-Anderson Construction, Ltd. (Contractor). Owner and Contractor agree as follows: ARTICLE 1—WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) Project No. E15109 ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Urban Engineering 2725 Swantner Corpus Christi,TX.78404 2.02 The Owner's Authorized Representative for this Project is: - City of Corpus Christi—Engineering Services Wayne Otto,Acting Construction Engineer 4917 Holly Road,#5 Corpus Christi,TX 78411 ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 330 days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within 360 days after the date when the Contract Times commence to run. B. Milestones,and the dates for completion of each, are as defined in SECTION 0135 00 SPECIAL PROCEDURES. 3.02 Liquidated Damages A. Owner and Contractor recognize that time limits for specified Milestones,Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.01 and as adjusted in accordance with Paragraph 11.05 of the General Agreement 00 52 23-1 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev06-22-2016 INDEXED CERTIFICATE OF INTERESTED PARTIES FORM 1295 10f1 Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2017-162229 Haas-Anderson Construction, Ltd. Corpus Christi,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 02/04/2017 being filed. City of Corpus Christi Date Acknowledged: r Aimee Alcorn-Reed ', v..A. �✓'"" 2017.03.3011:18:14-05'00' 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. E15109 Ennis Joslin Road Extension -Holly Road to Williams Drive-Bond 2014 4 Nature of interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling intermediary Haas, Darryl Corpus Christi,TX United States X Anderson,Jim Corpus Christi,TX United States X Parish,Jim Corpus Christi,TX United States X Lamon,Tim Corpus Christi,TX United States X Cullen, Drew Corpus Christi,TX United States X Moore, Randall Corpus Christi,TX United States X 5 Check only if there is NO Interested Party. ❑ 6 AFFIDAVIT I swear,or affirm,under penalty of perjury,that the above disclosure is true and correct. ---------- LEANCAVIMSM NOTARY PUBLIC Signature of authorized agent of contracting business entity AFFIX NOTARY STAMP/SEAL ABOVE / Sworn to and subscribed before me,by the said re � �1 this the day of e 20 1 171 1 to certify which,witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer admini ing oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.277 CONTRACT DOCUMENTS FOR CONSTRUCTION OF ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (Bond 2014) PROJECT NUMBER E15109 e - joi'im maopemoeessoo ao ssooppmsmoos000i �• MURRAY F. K ��QN �mmmmpmommmssaesmsaoeoeeosopm00000no�+' 7819� City of Corpus Christi Eu URBAN ENGINEERING 2725 Swantner Corpus Christi, TX 78404 (361) 854-3101 TBPE FIRM No.: 145 TBPLS FIRM No.: 10032400 DECEMBER 2016 Record Drawing Number STR-930 LIE Job No.: 08896.85.04 000100 TABLE OF CONTENTS Division/ Title Section Division 00 Procurement and Contracting Requirements 00 21 13 Invitation to Bid and Instructions to Bidders (Rev 01-13-2016) 00 30 00 Bid Acknowledgment Form (Revo1-13-2016) 00 30 01 Bid Form (Revo1-13-2016) 00 30 02 Compliance to State Law on Nonresident Bidders 00 30 05 Disclosure of Interest(Revo1-13-2016) 00 30 06 Non-Collusion Certification 0045 16 Statement of Experience (Rev 06-22-2016) 0052 23 Agreement(Rev 06-22-2016) 0061 13 Performance Bond (Revo1-13-2016) 0061 16 Payment Bond (Revo1-13-2016) 00 72 00 General Conditions (Rev 3-23-2015) 00 72 01 Insurance Requirements (Rev06-22-2016) 00 72 02 Wage Rate Requirements(Rev06-12-2015) 00 72 03 Minority/ MBE/ DBE Participation Policy(Rev 01-13-2016) 00 73 00 Supplementary Conditions Division 01 General Requirements 01 11 00 Summary of Work(Revo1-13-2016) 0123 10 Alternates and Allowances 01 29 00 Application for Payment Procedures (Rev03-11-2015) 01 29 01 Measurement and Basis for Payment (Revo1-13-2016) 01 31 00 Project Management and Coordination (Revo1-13-2016) 01 31 13 Project Coordination 01 31 14 Change Management 01 33 00 Document Management 0133 01 Submittal Register(Rev7/3/2014) 01 33 02 Shop Drawings 01 33 03 Record Data 01 33 04 Construction Progress Schedule 01 33 05 Video and Photographic Documentation 01 35 00 Special Procedures Table of Contents 000100- 1 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 06-22-2016 Division/ Title Section 014000 Quality Management 01 50 00 Temporary Facilities and Controls 01 57 00 Temporary Controls 01 70 00 Execution and Closeout Requirements Part S Standard Specifications 020100 Survey Monuments 021020 Site Clearing and Stripping 021040 Site Grading 021080 Removing Abandoned Structures 022020 Excavation and Backfill for Utilities 022021 Control of Ground Water 022022 Trench Safety for Evacuations 022040 Street Excavation 022060 Channel Excavation 022080 Embankment 022100 Select Material 022420 Silt Fence 025223 Crushed Limestone Flexible Base 025404 Asphalts, Oils, and Emulsions 025412 Prime Coat 025424 HMAC Pavement 025608 Inlets 025610 Concrete Curb and Gutter 025612 Concrete Sidewalks and Driveways 025614 Concrete Curb Ramps 025680 Color Concrete Pavement for Cycle Tracks 025802 Temporary Traffic Controls During Construction 025805 Work Zone Pavement Markings 025807 Pavement Markings (Paint and Thermoplastic) 025813 Preformed Thermoplastic Striping, Words and Emblems 025816 Raised Pavement Markers 025818 Reference Specification -TxDOT-4200 Pavement Markers (Reflectorized) Table of Contents 000100-2 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 06-22-2016 Division/ Title Section 025828 Reference Specification -TxDOT DMS-6130 Bituminous Adhesive... 026201 Water Riser Assemblies 026202 Hydrostatic Testing of Pressure Systems 026204 PVC Pipe-ASTM 026206 Ductile Iron Pipe and Fittings 026210 PVC Pipe-AWWA 026402 Waterlines 026404 Water Service Lines 026409 Tapping Sleeves and Tapping Valves 026411 Gate Valves for Waterlines 026416 Fire Hydrants 027200 Control of Wastewater Flows 027202 Manholes 027203 Vacuum Testing of Wastewater Manhole and Structures 027205 Fiberglass Manholes 027402 Reinforced Concrete Pipe Culverts 027404 Concrete Box Culverts 027602 Gravity Wastewater Lines 027604 Disposal of Waste from Wastewater Cleaning Operations 027606 Wastewater Service Lines 027611 Cleaning and Televised Inspection of Conduits 028020 Seeding 028040 Sodding 028300 Fence Relocation 028320 Chain Link Fence 028370 Barbed Wire Fence 030020 Portland Cement Concrete 032020 Reinforcing Steel 038000 Concrete Structures 055420 Frames, Grates, Rings and Covers Part T Technical Specifications-NONE Appendix Title Table of Contents 000100-3 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 06-22-2016 Division/ Title Section 1 Geotechnical Report END OF SECTION Table of Contents 000100-4 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 06-22-2016 00 21 13 INVITATION TO BID AND INSTRUCTIONS TO BIDDERS ARTICLE 1— DEFINED TERMS 1.01 Terms used in this Invitation to Bid and Instructions to Bidders have the meanings indicated in the General Conditions and Supplementary Conditions. ARTICLE 2—GENERAL NOTICE 2.01 The City of Corpus Christi,Texas (Owner) is requesting Bids for the construction of the following Project: Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) Project No. E15109 A. Construct 2500 LF of new 5 lane road, pavement, curb and gutter section and new sidewalk. B. Construct new wastewater and storm facilities. C. Provide upgrades to water system within project. D. Construct new sidewalk and cycle-tracks. 2.02 The Engineer's Opinion of Probable Construction Cost for the Project is$5,900,000. The Project is to be substantially complete and ready for operation within 270 days. The Project is to be complete and eligible for Final Payment 30 days after the date for Substantial Completion. 2.03 Advertisement and bidding information for the Project can be found at the following website: www.CivCastUSA.com 2.04 Contract Documents may be downloaded or viewed free of charge at this website. This website will be updated periodically with Addenda, lists of interested parties, reports, or other information relevant to submitting a Bid for the Project. ARTICLE 3— DELIVERY AND OPENING OF BIDS 3.01 Bids must be received no later than Wednesday,January 25, 2017 at 2:00 pm, to be accepted. Bids received after this time will not be accepted. It is the sole responsibility of the Bidder to deliver the Bid, electronic or hard copy, by the specified deadline. 3.02 Complete and submit the Bid Form,the Bid Bond and the Bid Acknowledgement Form along with all required documents identified in the Bid Acknowledgement Form. 3.03 Electronic Bids may be submitted to the CivCast website at www.civcastusa.com. 3.04 If submitting a hard copy bid or bid security by cashier's check or money order, please address envelopes or packages: Invitation to Bid and Instructions to Bidders 002113- 1 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)- Project E15109 Rev 01-13-2016 City of Corpus Christi City Secretary's Office City Hall Building, 1st Floor 1201 Leopard Street Corpus Christi,Texas 78401 Attention: City Secretary Bid - Ennis Joslin Road Extension Holly Road to Williams Drive—(Bond 2014) Project No. E15109 All envelopes and packages (including FEDEX envelopes) must clearly identify, on the OUTSIDE of the package, the project name and number and that bid documents are enclosed. 3.05 Bids will be publicly opened and read aloud on Wednesday,January 25, 2017 at 2:00 pm, at the following location: City Hall Building— City of Corpus Christi 3rd Floor, Park& Recreation Department Engineering Services Smartboard Conference Room 1201 Leopard Street Corpus Christi,Texas 78401 3.06 The Owner will read aloud the names of the Bidders and the apparent Bid amounts shown on the Bid Summary for all Bids received in time to be considered. ARTICLE 4— PRE-BID CONFERENCE 4.01 A non-mandatory pre-bid conference for the Project will be held on Monday,January 16, 2017 at 10:30 am, at the following location: City Hall Building—Engineering Services Conference Room 1 or 2 3rd floor, Engineering Services 1201 Leopard Street, Corpus Christi,Texas 78401 ARTICLE 5—COPIES OF CONTRACT DOCUMENTS 5.01 Obtain a complete set of the Contract Documents as indicated in SECTION 00 52 23 AGREEMENT. 5.02 Use complete sets of Contract Documents in preparing Bids; Bidder assumes sole responsibility for errors or misinterpretations resulting from the use of incomplete sets of Contract Documents. 5.03 OPT makes copies of Contract Documents available for the sole purpose of obtaining Bids for completion of the Project and does not confer a license or grant permission or authorization for any other use. Invitation to Bid and Instructions to Bidders 002113-2 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)- Project E15109 Rev 01-13-2016 ARTICLE 6— EXAMINATION OF CONTRACT DOCUMENTS 6.01 Before submitting a Bid: A. Examine and carefully study the Contract Documents, including any Addenda and related supplemental data. B. Become familiar with all federal, state, and local Laws and Regulations that may affect cost, progress, or the completion of Work. C. Carefully study and correlate the information available to the Bidder with the Contract Documents, Addenda, and the related supplemental data. D. Notify the OAR of all conflicts, errors, ambiguities, or discrepancies that the Bidder discovers in the Contract Documents, Addenda, and the related supplemental data. E. Determine that the Contract Documents, Addenda, and the related supplemental data are generally sufficient to indicate and convey understanding of all terms and conditions for completion of Work. 6.02 The submission of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder has complied with every requirement of this Article 5,that without exception the Bid is premised upon completion of Work required by the Contract Documents,Addenda, and the related supplemental data, that the Bidder has given the OAR written notice of all conflicts, errors, ambiguities, and discrepancies that the Bidder has discovered in the Contract Documents, Addenda, and the related supplemental data and the written resolutions provided by the OAR are acceptable to the Bidder, and that the Contract Documents, Addenda, and the related supplemental data are generally sufficient to indicate and convey understanding of all terms and conditions for completion of Work. ARTICLE 7— INTERPRETATIONS AND ALTERNATE BIDS 7.01 Submit all questions about the meaning or intent of the Contract Documents, Addenda, and the related supplemental data using the Owner's Bidding Website at www.civcastusa.com. Responses to questions submitted will be posted on the website by the Owner for the benefit of all Bidders. Responses will be posted for questions submitted by 5:00 p.m. seven (7) days prior to the date of the bid opening. Inquiries made after this period may not be addressed. 7.02 Submit any offer of alternate terms and conditions, or offer of Work not in strict compliance with the Contract Documents to the OAR no later than 14 days prior to the date for opening of Bids. OAR and Designer will issue Addenda as appropriate if any of the proposed changes to the Contract Documents are accepted. A Bid submitted with clarifications or taking exceptions to the Contract Documents, except as modified by Addenda, may be considered non-responsive. 7.03 Addenda may be issued to clarify, correct, or change the Contract Documents, Addenda or the related supplemental data as deemed advisable by the Owner or Designer. Modifications to the Contract Documents prior to the award of contract can only be made by Addenda. Only answers in Addenda authorized by the Owner will be binding. Oral and other interpretations or clarifications will be without legal effect. Invitation to Bid and Instructions to Bidders 002113-3 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)- Project E15109 Rev 01-13-2016 ARTICLE 8— BID SECURITY 8.01 Bidders must submit an acceptable Bid Security with their Bid as a guarantee that the Bidder will enter into a contract for the Project with the Owner within 10 days of Notice of Award of the Contract. The security must be payable to the City of Corpus Christi,Texas in the amount of 5 percent (5%) of the greatest amount bid. 8.02 Bid Security may be in the form of a Bid Bond or a cashier's check, certified check, money order, or bank draft from a chartered financial institution authorized to operate in the State of Texas. Bidders submitting bids electronically through the CivCast System at www.CivCastUSA.com shall scan and upload a copy of Bid Bond as an attachment to their bid. Cashier's check, certified check, money order or bank draft must be enclosed in a sealed envelope, plainly identified on the outside as containing bid documents,the bidder's name and the job name and number and delivered as required in Article 3. 8.03 Bid Bond Requirements: 1. A Bid Bond must guarantee, without qualification or condition, that the Owner will be paid a sum equal to 5 percent (5%) of the greatest amount bid if, within 10 calendar days of Notice of Award of the Contract,the Bidder/Principal: a. fails to enter into a contract for the Project with the Owner; or b. fails to provide the required Performance and Payment Bonds. 2. A Bid Bond may not limit the sum payable to the Owner to be the difference between the Bidder/Principal's bid and the next highest bidder. 3. The Bid Bond must reference the Project by name as identified in Article 1. 4. Bidders may provide their surety's standard bid bond form if revised to meet these Bid Bond Requirements. 8.04 Failure to provide an acceptable Bid Security will constitute a non-responsive Bid which will not be considered. 8.05 Failure to provide the required Performance and Payment Bonds will result in forfeiture of the Bid Security to the City as liquidated damages. 8.06 Owner may annul the Notice of Award and the Bid Security of the Bidder will be forfeited if the apparent Selected Bidder fails to execute and deliver the Agreement or Amendments to the Agreement. The Bid Security of other Bidders whom the Owner believes to have a reasonable chance of receiving the award may be retained by the Owner until the earlier of 7 days after the Effective Date of the Contract or 90 days after the date Bids are opened. 8.07 Bid Securities are to remain in effect until the Contract is executed. The Bid Securities of all but the three lowest responsible Bidders will be returned within 14 days of the opening of Bids. Bid Securities become void and will be released by the Owner when the Contract is awarded or all Bids are rejected. Invitation to Bid and Instructions to Bidders 002113-4 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)- Project E15109 Rev 01-13-2016 ARTICLE 9— PREPARATION OF BID 9.01 The Bid Form is included with the Contract Documents and has been made available at the Owner's Bidding Website. Complete all blanks on the Bid Form by typing or printing in ink. Indicate Bid prices for each Bid item or alternate shown. 9.02 Execute the Bid Acknowledgement Form as indicated in the document and include evidence of authority to sign. 9.03 Acknowledge receipt of all Addenda by filling in the number and date of each Addendum. Provide a signature as indicated to verify that the Addenda were received. A Bid that does not acknowledge the receipt of all Addenda may be considered non-responsive. 9.04 Provide the name, address, email, and telephone number of the individual to be contacted for any communications regarding the Bid in the Bid Acknowledgement Form. 9.05 Provide evidence of the Bidder's authority and qualification to do business in the State of Texas or covenant to obtain such qualification prior to award of the Contract. ARTICLE 10—CONFIDENTIALITY OF BID INFORMATION 10.01 In accordance with Texas Government Code 552.110, trade secrets and confidential information in Bids are not open for public inspection. Bids will be opened in a manner that avoids disclosure of confidential information to competing Bidders and keeps the Bids from the public during considerations. All Bids are open for public inspection after the Contract is awarded, but trade secrets and confidential information in Bids are not typically open for public inspection. The Owner will protect this information to the extent allowed by Laws and Regulations. Clearly indicate which specific documents are considered to be trade secrets or confidential information by stamping or watermarking all such documents with the word "confidential" prominently on each page or sheet or on the cover of bound documents. Place "confidential" stamps or watermarks so that they do not obscure any of the required information on the document, either in the original or in a way that would obscure any of the required information in a photocopy of the document. Photocopies of"confidential" documents will be made only for the convenience of the selection committee and will be destroyed after the Effective Date of the Contract. Original confidential documents will be returned to the Bidder after the Effective Date of the Contract if the Bidder indicates that the information is to be returned with the Bid, and arrangements for its return are provided by the Bidder. ARTICLE 11—MODIFICATION OR WITHDRAWAL OF BID 11.01 A Bid may be withdrawn by a Bidder, provided an authorized individual of the Bidder submits a written request to withdraw the Bid prior to the time set for opening the Bids. 11.02 A Bidder may withdraw its Bid within 24 hours after Bids are opened if the Bidder files a signed written notice with the Owner and promptly, but no later than 3 days, thereafter demonstrates to the reasonable satisfaction of the Owner that there was a material and substantial mistake in the preparation of its Bid. The Bid Security will be returned if it is clearly demonstrated to the Owner that there was a material and substantial mistake in its Bid. A Bidder that requests to withdraw its Bid under these conditions may be disqualified from responding to a reissued invitation to Bid for the Work to be furnished under these Contract Documents. Invitation to Bid and Instructions to Bidders 002113-5 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)- Project E15109 Rev 01-13-2016 ARTICLE 12—BIDS REMAIN SUBJECT TO ACCEPTANCE 12.01 All Bids will remain subject to acceptance for 90 days, but the Owner may, at its sole discretion, release any Bid and return the Bid Security prior to the end of this period. ARTICLE 13—STATEMENT OF EXPERIENCE 13.01 The three lowest Bidders must submit the information required in SECTION 00 45 16 STATEMENT OF EXPERIENCE within 5 days of the date Bids are due to demonstrate that the Bidder meets the minimum requirements to complete the Work. ARTICLE 14—EVALUATION OF BIDS 14.01 The Owner will consider the amount bid, the Bidder's responsibilities, the Bidder's safety record, the Bidder's indebtedness to Owner, the Bidder's capacity to perform the work and/or whether the Bidder has met the minimum specific project experience requirements. 14.02 Owner may conduct such investigations as it deems necessary to establish the responsibility of the Bidder and any Subcontractors, individuals, or entities proposed to furnish parts of the Work in accordance with the Contract Documents. 14.03 Submission of a Bid indicates the Bidder's acceptance of the evaluation technique and methodology as well as the Bidder's recognition that some subjective judgments must be made by the Owner during the evaluation. Each Bidder agrees to waive any claim it has or may have against the OPT and their respective employees, arising out of or in connection with the administration, evaluation, or recommendation of any Bid. ARTICLE 15—AWARD OF CONTRACT 15.01 The Bidder selected for award of the Contract will be the lowest responsible Bidder that submits a responsive bid. Owner reserves the right to reject any and all Bids, including without limitation, non-conforming, non-responsive or conditional Bids. The Owner reserves the right to adopt the most advantageous interpretation of the Bids submitted in the case of ambiguity or lack of clearness in stating Bid prices and/or waive any or all formalities. 15.02 More than one Bid for the same Work from an individual or entity under the same or different names will not be considered. Reasonable grounds for believing that any Bidder has an interest in more than one Bid for the Work shall be cause for disqualification of that Bidder and the rejection of all Bids in which that Bidder has an interest. ARTICLE 16—MINORITY/MBE/DBE PARTICIPATION POLICY 16.01 Selected Contractor is required to comply with the Owner's Minority/ MBE/ DBE Participation Policy as indicated in SECTION 00 72 03 MINORITY/ MBE/ DBE PARTICIPATION POLICY. 16.02 Minority participation goal for this Project has been established to be 45%. 16.03 Minority Business Enterprise participation goal for this Project has been established to be 15%. Invitation to Bid and Instructions to Bidders 002113-6 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)- Project E15109 Rev 01-13-2016 ARTICLE 17—BONDS AND INSURANCE 17.01 Article 6 of the General Conditions and SECTION 00 72 01 INSURANCE REQUIREMENTS sets forth the Owner's requirements as to Bonds and insurance. When the Selected Bidder delivers the executed Agreement to the Owner, it must be accompanied by the required Bonds and evidence of insurance. 17.02 Provide Performance and Payment Bonds for this Project that fully comply with the provisions of Texas Government Code Chapter 2253. Administration of Bonds will conform to Texas Government Code Chapter 2253 and the provisions of these Contract Documents. ARTICLE 18—SIGNING OF AGREEMENT 18.01 The City Engineer or Director of Capital Programs will submit recommendation for award to the City Council for those project awards requiring City Council action. The Selected Bidder will be required to deliver the required Bonds and insurance certificates and endorsements along with the required number of counterparts (1) of the Agreement and attached documents to the Owner within 14 days.The Contract will be signed by the City Manager or his/her designee after award and the Bidder's submission of required documentation and signed counterparts. The Contract will not be binding upon Owner until it has been executed by both parties. Owner will process the Contract expeditiously. However, Owner will not be liable for any delays prior to the award or execution of Contract. ARTICLE 19—SALES AND USE TAXES 19.01 The Owner generally qualifies as a tax exempt agency as defined by the statutes of the State of Texas and is usually not subject to any City or State sales or use taxes, however certain items such as rented equipment may be taxable even though Owner is a tax-exempt agency. Assume responsibility for including any applicable sales taxes in the Contract Price and assume responsibility for complying with all applicable statutes and rulings of the State of Texas Comptroller. 19.02 It is the Owner's intent to have this Contract qualify as a "separated contract." ARTICLE 20—WAGE RATES 20.01 This Contract is subject to Texas Government Code Chapter 2258 concerning payment of prevailing wage rates. Requirements for paying the prevailing wage rates are discussed in SECTION 00 72 02 WAGE RATE REQUIREMENTS. Bidders must pay not less than the minimum wage shown on this list and comply with all statutes and rulings of the State of Texas Comptroller. ARTICLE 21—BIDDERS CERTIFICATION OF NO LOBBYING 21.01 In submitting its Bid, Bidder certifies that it has not lobbied the City or its officials, managers, employees, consultants, or contractors in such a manner as to influence or to attempt to influence the bidding process. In the event it reasonably appears that the Bidder influenced or attempted to influence the bidding process,the City may, in its discretion, reject the Bid. Invitation to Bid and Instructions to Bidders 002113-7 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)- Project E15109 Rev 01-13-2016 ARTICLE 22—CONFLICT OF INTEREST 22.01 Bidder agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City of Corpus Christi City Secretary's Office, if required. For more information on Form CIQ 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/government/city-secretary/conflict- disclosure/index. ARTICLE 23—CERTIFICATE OF INTERESTED PARTIES 23.01 Bidder agrees to comply with Texas Government Code section 2252.908 and complete Form 1295 Certificate of Interested Parties as part of this contract, if required. For more information, please review the information on the Texas Ethics Commission website at https://www.ethics.state.tx.us. ARTICLE 24-REJECTION OF BID 24.01 The following will be cause to reject a Bid: A. Bids which are not signed by an individual empowered to bind the Bidder. B. Bids which do not have an acceptable Bid Security, with Power of Attorney, submitted as required by Article 8. C. More than one Bid for same Work from an individual, firm, partnership or corporation. D. Evidence of collusion among Bidders. E. Sworn testimony or discovery in pending litigation with Owner which discloses misconduct or willful refusal by bidder to comply with subject contract or instructions of Owner. F. Failure to have an authorized agent of the Bidder attend the mandatory Pre-Bid Conference, if applicable. G. Bids received from a Bidder who has been debarred or suspended by Owner. H. Bids received from a Bidder when Bidder or principals are currently debarred or suspended by Federal, State or City governmental agencies. 24.02 The following may be cause to reject a Bid or cause to deem a Bid non-responsive or irregular. The City reserves the right to waive any irregularities and any or all formalities: A. Poor performance in execution of work under a previous City of Corpus Christi contract. B. Failure to achieve reasonable progress on an existing City of Corpus Christi contract. Evidence of Bidder's recurring failure to complete an item of work within a timeframe acceptable to the City or in accordance with a City-accepted schedule is evidence of Bidder's failure to achieve reasonable progress under this subsection. C. Default on previous contracts or failure to execute Contract after award. D. Evidence of failure to pay Subcontractors, Suppliers or employees in accordance with Contract requirements. E. Bids containing omissions, alterations of form, additions, qualifications or conditions not called for by Owner, or incomplete Bids may be rejected. In any case of ambiguity or lack of clarity in the Bid, OWNER reserves right to determine most advantageous Bid or to reject the Bid. Invitation to Bid and Instructions to Bidders 002113-8 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)- Project E15109 Rev 01-13-2016 F. Failure to acknowledge receipt of Addenda. G. Failure to submit post-Bid information specified in Section 00 45 16 STATEMENT OF EXPERIENCE within the allotted time(s). H. Failure to timely execute Contract after award. I. Previous environmental violations resulting in fines or citations by a governmental entity (i.e. U.S. Environmental Protection Agency,Texas Commission on Environmental Quality, etc.). J. Bidder's Safety Experience. K. Failure of Bidder to demonstrate,through submission of the Statement of Experience, the experience required as specified in Section 00 45 16 STATEMENT OF EXPERIENCE, if that Section is included in the bidding documents. L. Evidence of Bidder's lack of sufficient resources, workforce, equipment or supervision, if required by inclusion of appropriate requirements in Section 00 45 16 STATEMENT OF EXPERIENCE. M. Evidence of poor performance on previous Projects as documented in Owner's project performance evaluations. N. Unbalanced Unit Price Bid: "Unbalanced Bid" means a Bid,which includes a Bid that is based on unit prices which are significantly less than cost for some Bid items and significantly more than cost for others. This may be evidenced by submission of unit price Bid items where the cost are significantly higher/lower than the cost of the same Bid items submitted by other Bidders on the project. O. Evidence of Bidder's lack of capacity to perform the Work. Evidence of Bidder's lack of capacity. Evidence of capacity to perform the Work will include a factual review of(i) all remaining work or incomplete work items under any existing city or non-city contract; (ii) ability to perform the Work with remaining sufficient resources, workforce, equipment and supervision/supervisory staff; (iii) ability in the past to timely complete the same or similar work in a good and workmanlike manner utilizing same or similar remaining resources or under the same or similar conditions. Evidence of incomplete work items under any existing City-awarded IDIQ or other contract for similar work may constitute a lack of capacity to perform the Work. END OF SECTION Invitation to Bid and Instructions to Bidders 002113-9 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014)- Project E15109 Rev 01-13-2016 00 30 00 BID ACKNOWLEDGEMENT FORM ARTICLE 1—BID RECIPIENT 1.01 In accordance with the Drawings, Specifications, and Contract Documents,this Bid Proposal is submitted by (type or print name of company) on Wednesday,January 25, 2017 at 2:00 pm,for Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) - Project No. E15109 1.02 Submit Bids, Bid Security and all attachments to the Bid (See Section 7.01 below)to the City's electronic bidding website at www.CivCastUSA.com. If submitting hard copy bids or bid security in the form of a cashier's or certified check, please send to: The City of Corpus Christi,Texas City Secretary's Office 1201 Leopard Street Corpus Christi,Texas 78401 Attention: City Secretary Bid—Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) Project No. E15109 All envelopes and packages (including FEDEX envelopes) must clearly identify, on the OUTSIDE of the package,the project name and number and that bid documents are enclosed. ARTICLE 2—BIDDERS'S ACKNOWLEDGMENTS 2.01 Bidder proposes and agrees, if this Bid is accepted,to enter into an Agreement with Owner on the form included in the Contract Documents,to perform all Work specified or indicated in Contract Documents for the Contract Price indicated in this Bid or as modified by Contract Amendment. Bidder agrees to complete the Work within the Contract Times established in the Agreement or as modified by Contract Amendment and comply with the all other terms and conditions of the Contract Documents. 2.02 Bidder accepts all of the terms and conditions of SECTION 00 2113 INVITATION AND INSTRUCTIONS TO BIDDERS, including those dealing with required Bonds. The Bid will remain subject to acceptance for 90 days after the opening of Bids. 2.03 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of its failure to complete Work in accordance with the schedule set forth in the Agreement. 2.04 Bidder acknowledges receipt of the following Addenda: Addendum No. Addendum Date Signature Acknowledging Receipt Bid Acknowledgement Form 003000- 1 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 01-13-2016 ARTICLE 3—BIDDER'S REPRESENTATIONS 3.01 The Bidder has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. 3.02 The Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. 3.03 The Bidder is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. 3.04 The Bidder has carefully studied the following Site-related reports and drawings as identified in the Supplementary Conditions: A. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; B. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; C. Underground Facilities referenced in reports and drawings; D. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and E. Technical Data related to each of these reports and drawings. 3.05 The Bidder has considered the: A. Information known to Bidder; B. Information commonly known to contractors doing business in the locality of the Site; C. Information and observations obtained from visits to the Site; and D. The Contract Documents. 3.06 The Bidder has considered the items identified in Paragraphs 3.04 and 3.05 with respect to the effect of such information, observations, and documents on: A. The cost, progress, and performance of the Work; B. The means, methods,techniques, sequences, and procedures of construction to be employed by Bidder; and C. Bidder's safety precautions and programs. 3.07 Based on the information and observations referred to in the preceding paragraphs, Bidder agrees that no further examinations, investigations, explorations,tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. 3.08 The Bidder is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. Bid Acknowledgement Form 003000-2 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 01-13-2016 3.09 The Bidder has correlated the information known to the Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations,tests, studies, and data with the Contract Documents. 3.10 The Bidder has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Bidder has discovered in the Contract Documents, and the written resolution provided by the OAR is acceptable to the Bidder. 3.11 The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 3.12 Bidder's entry into this Contract constitutes an incontrovertible representation by Bidder that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. ARTICLE 4—BASIS OF BID 4.01 Bidder will complete the Work in accordance with the Contract Documents at the unit prices shown in the BID FORM. A. Extended amounts have been computed in accordance with Paragraph 13.03 of the General Conditions. B. Bidder acknowledges that the estimated quantities are not guaranteed, and final payment for all Unit Price items will be based on actual quantities provided, measured as provided in the Contract Documents. C. Unit Price and figures column will be used to compute the actual Bid price. ARTICLE 5—EVALUATION OF BIDDERS 5.01 The contract may be awarded either to the lowest responsible bidder or to the bidder who provides the best value for the Owner. The Owner will consider the amount bid,the Bidder's responsibility, the Bidder's safety record,the Bidder's indebtedness to Owner and whether the Bidder has met the minimum specific project experience requirements to determine the lowest responsible Bidder.The Owner reserves the right to waive any and all irregularities in determining the Bidders' responsibility or value, and whether the Bidder has met the minimum specific project experience requirements, and reserves the right to require the submission of additional information. 5.02 The Owner has the right to accept a Bid, reject any and all Bids,to waive any and all irregularities in the Bids, or to reject non-conforming, non-responsive or conditional Bids. In addition,the Owner reserves the right to reject any Bid where circumstances and developments have, in the opinion of the Owner, changed the responsibility of the Bidder. 5.03 Material misstatements in the documentation submitted to determine the Bidder's responsibility, including information submitted per SECTION 00 45 16 STATEMENT OF EXPERIENCE, may be grounds for rejection of the Bidder's Bid on this Project. Any such misstatement, if discovered after award of the Contract to such Bidder, may be grounds for immediate termination of the Contract. Additionally,the Bidder will be liable to the Owner for Bid Acknowledgement Form 003000-3 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 01-13-2016 any additional costs or damages to the Owner resulting from such misstatements, including costs and attorney's fees for collecting such costs and damages. ARTICLE 6—TIME OF COMPLETION 6.01 Bidder will complete the Work required to be substantially completed within 270 days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions. Bidder will complete the Work required for final payment in accordance with Paragraph 15.06 of the General Conditions within 300 days after the date when the Contract Times commence to run. 6.02 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within the number of days indicated. ARTICLE 7—ATTACHMENTS TO THIS BID In compliance with the Bid Requirements in SECTION 00 2113 INVITATION TO BID AND INSTRUCTIONS TO BIDDERS,the following are made a condition of this Bid: A. Bid Security. B. SECTION 00 30 00 BID ACKNOWLEDGEMENT FORM and documentation of signatory authority. C. SECTION 00 30 01 BID FORM. D. SECTION 00 30 02 COMPLIANCE TO STATE LAW ON NONRESIDENT BIDDERS. E. SECTION 00 30 05 DISCLOSURE OF INTEREST. F. SECTION 00 30 06 NON-COLLUSION CERTIFICATION. ARTICLE 8—DEFINED TERMS 8.01 The terms used in this Bid have the meanings indicated in the General Conditions and the Supplementary Conditions. The significance of terms with initial capital letters is described in the General Conditions. ARTICLE 9—VENUE 9.01 Bidder agrees that venue shall lie exclusively in Nueces County,Texas for any legal action. ARTICLE 10—SIGNATORY REQUIREMENTS FOR BIDDERS 10.01 Bidders must include their correct legal name, state of residency, and federal tax identification number in the Bid Form. 10.02 The Bidder, or the Bidder's authorized representative, shall sign and date the Bid Form to accompany all materials included in the submitted Bid. Bids which are not signed and dated in this manner, or which do not contain the required documentation of signatory authority may be rejected as non-responsive. The individual(s) signing the Bid must have the authority to bind the Bid Acknowledgement Form 003000-4 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 01-13-2016 Bidder to a contract, and if required, shall attach documentation of signatory authority to the Bid Form. 10.03 Bidders who are individuals ("natural persons" as defined by the Texas Business Organizations Code §1.002), but who will not be signing the Bid Form personally, shall include in their bid a notarized power of attorney authorizing the individual designated as their authorized representative to submit the Bid and to sign on behalf of the Bidder. 10.04 Bidders that are entities who are not individuals shall identify in their Bid their charter or Certificate of Authority number issued by the Texas Secretary of State and shall submit with their Bid a copy of a resolution or other documentation approved by the Bidder's governing body authorizing the submission of the Bid and designating the individual(s) authorized to execute documents on behalf of the Bidder. Bidders using an assumed name (an "alias") shall submit a copy of the Certificate of Assumed Name or similar document. 10.05 Bidders that are not residents of the State of Texas must document their legal authority to conduct business in Texas. Nonresident Bidders that have previously registered with the Texas Secretary of State may submit a copy of their Certificate of Authority. Nonresident Bidders that have not previously registered with the Texas Secretary of State shall submit a copy of the Bidder's enabling documents as filed with the state of residency, or as otherwise existing. Bid Acknowledgement Form 003000-5 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 01-13-2016 ARTICLE 11—BID SUBMITTAL 11.01 This Bid is submitted by: Bidder: (typed or printed full legal name of Bidder) By: (individual's signature) Name: (typed or printed) Title: (typed or printed) Attest: (individual's signature) State of Residency: Federal Tax Id. No. Address for giving notices: Phone: Email: (Attach evidence of authority to sign if the authorized individual is not the Bidder, but an individual signing on behalf of another individual Bidder, or if the authorized individual is a representative of a corporation, partnership, or joint venture.) END OF SECTION Bid Acknowledgement Form 003000-6 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 01-13-2016 00 30 01 BID FORM Project Name: Ennis Joslin Road Extension Holly Road to Williams Drive-(Bond 2014) Project Number: E15109 Owner: City of Corpus Christi Bidder: OAR: Designer: Urban Engineering Basis of Bid Item DESCRIPTION UNIT ESTIMATED UNIT PRICE EXTENDED QUANTITY AMOUNT Base Bid Part A-General(per SECTION 0129 01 MEASUREMENT AND BASIS FOR PAYMENT) Al Mobilization LS 1 A2 TCP Plan and Preparation EA 3 A3 TCP Mobilization EA 3 A4 TCP Barrels MO 8 A5 JTCP Type III Barricade MO 8 A6 TCP Sign Board EA 4 A7 TCP Sign MO 8 A8 SWPPP Management LS 1 A9 Silt Fence LF 1000 A10 Inlet Protection EA 15 All Ditch Protection EA 6 Al2 Hydromulch Seed and Fertilize AC 1 A13 Permanent Rock Filter Dam EA 4 A14 10zone Action Days DAY 2 SUBTOTAL PART A-GENERAL(Items Al thru A14) Part B-STREET IMPROVEMENTS (per SECTION 0129 01 MEASUREMENT AND BASIS FOR PAYMENT) B1 Clear and Grub Right of Way AC 8 B2 Roadway Excavation SY 15000 B3 2" Type 'D' HMAC SY 17500 B4 4" Type 'B' HMAC SY 17500 B5 Prime Coat SY 17500 B6 14" Limestone Base (TY A GR. 1-2 (In 2 Lifts)) SY 18700 B7 Geogrid (TX-5) SY 18700 B8 12" Compacted Subgrade SY 18700 B9 Cycle Track SF 30307 B10 Asphalt Driveway SY 341 Bl l Concrete Driveway SF 3000 B12 4" Reinforced Concrete Median SF 1401 B13 HMAC Pavement Transitions SY 65 B14 Pavement Marking (Y) (4") (SLD+BRK) (DBL) LF 4440 Bid Form Page 1 of 5 Ennis Joslin Road Extension Holly Road to Williams Drive-(Bond 2014), Project No. E15109 Rev 01-13-2016 00 30 01 BID FORM Item DESCRIPTION UNIT ESTIMATED UNIT PRICE EXTENDED QUANTITY AMOUNT B15 Pavement Marking (Y) (4") (SLD) (DBL) LF 800 B16 Pavement Marking (Y) (12") (SLD) LF 165 B17 Pavement Marking (W) (4") (BRK) LF 3376 B18 Pavement Marking (W) (8") (SLD) LF 175 B19 Pavement Marking (W) (12") (SLD) LF 100 B20 Pavement Marking (W) (Arrow) EA 7 B21 Pavement Marking (W) (Only) EA 1 B22 Pavement Marking (Crosswalk) EA 4 B23 R9-7 12"x 18" (Keep left/Keep right) EA 3 B24 W11-15 30"x30" (Bike and Ped Xing) EA 1 B25 R1-1 36"x36" (STOP) EA 3 B26 R9-6 12"x18" (Yield to Ped) EA 1 B27 R2-1 24"x30" (Speed Limit) EA 2 B28 R5-3 24"x24" (No Motor Vehicles) EA 1 B29 R3-8 LSR 48"x30" (3 Lane Turn Control) EA 1 B30 W1-8R 18"x24" (Chevron Arrow) EA 2 B31 Raised Pavement Marker(TY I-C) LS 1 B32 Raised Pavement Marker(TY II-A-A) LS 1 B33 Remove Existing Driveway EA 1 B34 Remove and Replace Fence LF 1000 B35 Pavement Repair SY 160 B36 Metal Beam Guard Fence LF 200 B37 Allowance for Unanticipated Street Improvement LS 1 $30,000.00 $ 30,000.00 SUBTOTAL PART B-STREET IMPROVEMENTS(Items 131 thru B37) Part C-RTA IMPROVEMENTS(per SECTION 0129 01 MEASUREMENT AND BASIS FOR PAYMENT) C1 Bus Stop Shelter Pad (300 SF) EA 2 C2 Roadway Bus Pad (60'X 1 Lane) EA 2 C3 Allowance for Unanticipated RTA Improvement LS 1 $2,000.00 $ 20,000.00 SUBTOTAL PART C-RTA IMPROVEMENTS(Items C1 thru C3) Part D-ADA IMPROVEMENTS (per SECTION 0129 01 MEASUREMENT AND BASIS FOR PAYMENT) D1Sidewalk I SF 1 32415 D2 JAccessible Ramps I EA 1 8 SUBTOTAL PART D-ADA IMPROVEMENTS(Items D1 thru D3) Part E-DRAINAGE IMPROVEMENTS (per SECTION 0129 01 MEASUREMENT AND BASIS FOR PAYMENT) E1 Area 'C' Ditch Excavation and Grading SY 26263 E2 Holly Road Ditch Excavation and Grading LF 2400 E3 Channel Liner SY 14300 E4 Hydromulch Seed and Fertilize AC 14 E5 5' Curb Inlet EA 1 16 E6 6' Curb I LF 1 5314 Bid Form Page 2 of 5 Ennis Joslin Road Extension Holly Road to Williams Drive-(Bond 2014), Project No. E15109 Rev 01-13-2016 00 30 01 BID FORM Item DESCRIPTION UNIT ESTIMATED UNIT PRICE EXTENDED QUANTITY AMOUNT E7 Storm RCB w/Ring & Cover EA 7 E8 Tie To Existing Stub (Ennis Joslin Sta 30+00) EA 1 E9 18" RCP LF 263 E10 24" RCP LF 89 E11 30" RCP LF 161 E12 36" RCP LF 550 E13 2'X2' RCB LF 59 E14 3'X2' RCB LF 350 E15 4'X2' RCB LF 800 E16 5'X2' RCB LF 230 E17 6'X2' RCB LF 80 E18 6'X3' RCB LF 173 E19 8'X3' RCB LF 84 E20 4" Concrete Riprap SF 7015 E21 18" Tie to 6'x3' RCB (Area 'C' Ditch Sta 33+85) EA 1 End Treatment SETB-PD (2'x2' RCB) (Ennis Joslin Sta EA 1 E22 5+50) E23 End Treatment Outfall 'C' (Ennis Joslin Sta 17+83) EA 1 End Treatment 3x18" Outfall (Area 'C' Ditch)(Ditch Sta EA 1 E24 32+20) End Treatment 3x 18" Outfall (Area 'C' Ditch)(Ditch Sta EA 1 E25 33+16) End Treatment CH-FW-O (Area 'C' Ditch)(Ditch Sta EA 1 E26 33+82) End Treatment PW Headwall (Area 'C' Ditch)(VARIOUS EA 4 E27 STA) End Treatment PW Headwall (Area 'C' Ditch)(Ditch Sta EA 1 E28 34+25) End Treatment TxDOT SETB-PD (HOLLY, VARIOUS E29 STA) EA 5 E30 Gabion Basket CY 2754 E31 18" RCP Outfall Through Gabion EA 6 E32 Pedestrian Guard Rail EA 1 E33 Outfall Removal (Area 'C' Ditch) (Sta 26+25) EA 1 E34 OSHA Trench Safety LF 2839 E35 OSHA Inlet/Manhole Safety EA 30 E36 Allowance for Unanticipated Drainage Improvement LS 1 $25,000.00 $ 25,000.00 SUBTOTAL PART E-DRAINAGE IMPROVEMENTS(Items E1 THRU E36) Part F-WATER IMPROVEMENTS (per SECTION 0129 01 MEASUREMENT AND BASIS FOR PAYMENT) F1 8" PVC C-900 Water Line LF 411 F2 12"Water Line Adjustment EA 2 F3 8" Ductile Iron Water Line LF 361 F4 12"x8" Tapping Sleeve, 8" Tapping Valve EA 4 Bid Form Page 3 of 5 Ennis Joslin Road Extension Holly Road to Williams Drive-(Bond 2014), Project No. E15109 Rev 01-13-2016 00 30 01 BID FORM Item DESCRIPTION UNIT ESTIMATED UNIT PRICE EXTENDED QUANTITY AMOUNT F5 8" Gate Valve EA 4 F6 8"x8"x8" Tee EA 4 F7 8"x6" Reducer EA 4 F8 8" Ductile Iron Bend EA 13 F9 Fire Hydrant Assembly (Type 1) EA 4 F10 8" Cap EA 4 F11 Valve Box Adjustment LS 1 F12 JOSHA Trench Safety LF 774 F13 JAIlowance for Unanticipated Water Improvement LS 1 $20,000.00 $ 20,000.00 SUBTOTAL PART F-WATER IMPROVEMENTS(Items F1 THRU F13) Part G-WASTEWATER IMPROVEMENTS (per SECTION 0129 01 MEASUREMENT AND BASIS FOR PAYMENT) G1 8" PVC SDR-26 Wastewater Main (8'to 10') LF 109 G2 8" PVC SDR-26 Wastewater Main (12'to 14') LF 170 G3 8" PVC SDR-26 Wastewater Main (14'to 16') LF 168 G4 10" PVC SDR-26 Wastewater Main (8'-10') LF 230 G5 10" PVC SDR-26 Wastewater Main (10'-12') LF 424 G6 10" PVC SDR-26 Wastewater Main (12'-14') LF 422 G7 10" PVC SDR-26 Wastewater Main (14'-16') LF 91 G8 12" PVC SDR-26 Wastewater Main (14'-16') LF 653 G9 12" PVC SDR-26 Wastewater Main (16'-18') LF 757 G10 5' Doghouse Manhole, 15' depth EA 1 G11 5' Fiberglass Manhole, Up to 6' depth EA 2 G12 5' Fiberglass Manhole, > 6' depth LF 16 G13 4' Fiberglass Manhole, Up to 6' depth EA 4 G14 4' Fiberglass Manhole, >6' depth LF 30 G15 Well Pointing LF 1578 G16 OSHA Trench Safety LF 3024 G17 OSHA Manhole Safety EA 22 G18 Allowance for Disposal of Contaminated Groundwater LS 1 $10,000.00 $ 10,000.00 G19 Allowance for Unanticipated Wastewater Improvement LS 1 $20,000.00 $ 20,000.00 SUBTOTAL PART G-WASTEWATER IMPROVEMENTS(Items G1 thru G19) Part H-MIS IMPROVEMENTS(per SECTION 0129 01 MEASUREMENT AND BASIS FOR PAYMENT) H1 2" Schedule 80 PVC Conduit with pull tape LF 1 2560 H2 lGround Box Placement EA 1 4 SUBTOTAL PART H-MIS IMPROVEMENTS(Items H1 thru H2) Part I-GAS IMPROVEMENTS 11 JTrench Backfill &Compaction for Gas Mains LF 3500 12 JOSHA Trench Safety LF 3500 SUBTOTAL PART I-GAS IMPROVEMENTS(Items 11 thru 12) Bid Form Page 4 of 5 Ennis Joslin Road Extension Holly Road to Williams Drive-(Bond 2014), Project No. E15109 Rev 01-13-2016 00 30 01 BID FORM Item DESCRIPTION UNIT ESTIMATED UNIT PRICE EXTENDED QUANTITY AMOUNT BID SUMMARY SUBTOTAL PART A-GENERAL (Items Al thru A14) SUBTOTAL PART B-STREET IMPROVEMENTS (Items B1 thru B37) SUBTOTAL PART C- RTA IMPROVEMENTS (Items C1 thru C3) SUBTOTAL PART D-ADA IMPROVEMENTS (Items D1 thru D2) SUBTOTAL PART E- DRAINAGE IMPROVEMENTS (Items E1 thru E36) SUBTOTAL PART F-WATER IMPROVEMENTS (Items F1 thru F13) SUBTOTAL PART G -WASTEWATER IMPROVEMENTS (Items G1 thru G19) SUBTOTAL PART H -MIS IMPROVEMENTS (Items H1 thru H2) SUBTOTAL PART I -GAS IMPROVEMENTS (Items 11 thru 12) TOTAL PROJECT BASE BID ALTERNATIVE ASPHALT STREET SECTION (SEE PLAN SHEET 11) ADD/(DEDUCT) TOTAL PROJECT ALTERNATIVE BID Contract Times Bidder agrees to reach Substantial Completion in 1 270 Idays Bidder agrees to reach Final Completion in 300 Idays Bid Form Page 5 of 5 Ennis Joslin Road Extension Holly Road to Williams Drive-(Bond 2014), Project No. E15109 Rev 01-13-2016 00 30 02 COMPLIANCE TO STATE LAW ON NONRESIDENT BIDDERS Chapter 2252 of the Texas Government Code applies to the award of government contract to nonresident bidders. This law provides that: "a government entity may not award a governmental contract to a nonresident bidder unless the nonresident underbids the lower bid submitted by a responsible resident bidder by an amount that is not less than the amount by which a resident bidder would be required to underbid the nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located." "Nonresident bidder" refers to a person who is not a resident of Texas. "Resident bidder" refers to a person whose principal place of business is in this state, including a contractor whose ultimate parent company or majority owner has its principal place of business in this state. Check the statement that is correct for Bidder. ❑ Bidder qualifies as a nonresident bidder whose principal place of business or residency is in the State of ❑ Bidder (includes parent company or majority owner) qualifies as a resident bidder whose principal place of business is in the State of Texas. The Owner will use the information provided in the State of Texas Comptroller's annual publication of other states' laws on contracts to evaluate the Bids of nonresident Bidders. Bidder: Company Name: (typed or printed) By: (signature--attach evidence of authority to sign) Name: (typed or printed) Title: Business address: Phone: Email: END OF SECTION Compliance to State Law on Nonresident Bidders 003002- 1 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 11-25-2013 00 30 05 City of Corpus Christi Disclosure of Interest SUPPLIER NUMBER TO BE ASSIGNED BY-CITY- PURCHASING YCITEPURCHASING DIVISION City of CITY OF CORPUS CHRISTI Corpus DISCLOSURE OF INTEREST Christi 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". See reverse side for Filing Requirements, Certifications and defmitions. COMPANY NAME: P. O.BOX: STREET ADDRESS: CITY: ZIP: - FIRM IS: I. Corporation ❑ 2. Partnership ❑ 3. Sole Owner E]4. Association 5. 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) 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 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 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 City of Corpus Christi 00 30 05-1 Disclosure of Interest Rev 01-13-2016 FILING REQUIREMENTS If a person who requests official action on a matter knows that the requested action will confer an economic benefit on any City official or employee that is distinguishable from the effect that the action will have on members of the public in general or a substantial segment thereof,you shall disclose that fact in a signed writing to the City official,employee or body that has been requested to act in the matter, unless the interest of the City official or employee in the matter is apparent. The disclosure shall also be made in a signed writing filed with the City Secretary. [Ethics Ordinance Section 2-349 (d)] CERTIFICATION 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: Title: (Type or Print) Signature of Certifying Date: Person: 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. "Economic benefit". An action that is likely to affect an economic interest if it is likely to have an effect on that interest that is distinguishable from its effect on members of the public in general or a substantial segment thereof. c. "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. d. "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. e. "Official." The Mayor, members 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. £ "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 holdings or control established through voting trusts, proxies, or special terms of venture or partnership agreements.,, g. "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. City of Corpus Christi 003005-2 Disclosure of Interest Rev 01-13-2016 00 30 06 NON-COLLUSION CERTIFICATION STATE OF TEXAS COUNTY OF NUECES OWNER: City of Corpus Christi,Texas 1201 Leopard Street Corpus Christi,Texas 78401 CONTRACT: Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014) Project No. E15109 Bidder certifies that the it has not been a party to any collusion among Bidders in the restraint of freedom of competition by agreement to submit a Bid at a fixed price or to refrain from bidding; or with any official or employee of the Owner as to quantity, quality, or price in the prospective contract, or any other terms of said prospective contract; or in any discussion between Bidders and any official of the Owner concerning exchange of money or other thing of value for special consideration in the letting of a contract. Company Name: (typed or printed) By: (signature--attach evidence of authority to sign) Name: (typed or printed) Title: Business address: Phone: Email: END OF SECTION Non-Collusion Certification 003006- 1 Ennis Joslin Road Extension Holly Road Williams Drive(Bond 2014)—Project E15109 11-25-2013 00 45 16 STATEMENT OF EXPERIENCE ARTICLE 1—REQUIREMENT TO PROVIDE A STATEMENT OF EXPERIENCE 1.01 To be considered a responsive Bidder, the three lowest Bidders must complete and submit the Statement of Experience within 5 days after the date Bids are due to demonstrate the Bidders' responsibility and ability to meet the minimum requirements to complete the Work. Failure to submit the required information in the Statement of Experience may result in the Owner considering the Bid non-responsive and result in rejection of the Bid by the Owner. The Bid Security of the Bidder will be forfeited if Bidder fails to deliver the Statement of Experience in an attempt to be released from its Bid. Bidders may be required to provide supplemental information if requested by the Owner to clarify, enhance or supplement the information provided in the Statement of Experience. 1.02 Bidders must provide the information requested in this Statement of Experience using the forms attached to this Section. A copy of these forms can be provided in Microsoft Word to assist with the preparation of the Statement of Experience. Information in these forms must be provided completely and in detail. Information that cannot be totally incorporated in the form may be included in an attachment to the form. This attachment must be clearly referenced by attachment number in the form, and the attached material must include the attachment number on every sheet of the attachment. The attachment must include only the information that responds to the question or item number to which the attachment information applies. 1.03 The Bidder may also be required to supply a financial statement, prepared no later than 90 days prior to the City Engineer's request, signed and dated by the Bidder's owner, president or other authorized party, specifying all current assets and liabilities. ARTICLE 2—EXPERIENCE REQUIREMENTS 2.01 The Bidder agrees that, in addition to determining the apparent low Bid, the Owner will consider the responsiveness of the Bids and the responsibility of the Bidders in awarding a Contract for this Project. Information that indicates the Bidder or a Subcontractor is not responsible or that might negatively impact a Bidder's ability to complete the Work within the Contract Time and for the Contract Price may result in the Owner rejecting the Bid. 2.02 If none of the three apparent low Bidders are deemed responsible, the Owner may notify the next apparent low Bidders in order, who will then be required to submit the Statement of Experience for review, until a Contract is awarded or all Bids have been rejected. 2.03 The Bidder is responsible for the accuracy and completeness of all of the information provided by the Bidder or a proposed Subcontractor in response to this Statement of Experience. 2.04 Provide general information about the organization as required in Table 1. Describe the organizational structure of the Bidder's organization as it relates to this Project in Table 2. 2.05 Provide resumes for the key personnel that will be actively working on this Project. A. Key personnel include the Project Manager, Project Superintendent, Safety Manager and Quality Control Manager. If key personnel are to fulfill more than one of the roles listed above, provide a written narrative describing how much time will be devoted to each function, their qualifications to fulfill each role, and the percentage of their time that will be devoted to each role. If the individual is not to be devoted solely to this Project, indicate how that individual's time is to be divided between this Project and other assignments. B. The Bidder may provide resumes for an alternate individual if the Bidder is not able to commit to one individual for the Project at the time the Bid is submitted. Qualifications of these individuals will be considered in determining whether the experience of the Bidder meets the minimum requirements. The Bidder must provide the services of the proposed key personnel for the life of the Project as a condition of Statement of Experience 004516-1 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 qualification. Failure to provide the proposed Key Personnel may result in the disqualification of the Bidder and may void the award of the Contract. C. Provide information for each primary and alternate candidate that includes: technical experience, managerial experience,education and formal training and a work history which describes project experience, including the roles and responsibilities for each assignment. Additional information demonstrating experience that meets the minimum requirements should also be included. D. The Project Manager and Project Superintendent must have at least 5 years of recent experience in the management and oversight of projects of a similar size and complexity to this Project. This experience must include scheduling of manpower and materials, safety, coordination of Subcontractors, experience with the submittal process, Federal and State wage rate requirements and contract close-out procedures. The Project Superintendent is to be present at the Site at all times that Work is being performed. Foremen must have at least 5 years of recent experience in similar work and be subordinate to the Project Superintendent. Foremen cannot act as a superintendent without prior written approval from the Owner. 2.06 Provide information on the project experience and past performance of the organization. A. Provide information on projects that have been awarded to the Organization in the last 5 years in Table 3. Attach additional pages if necessary. Experience must include the satisfactory completion of at least five similar projects within the last 5 years for the Bidder's organization that are equal to or greater in size and magnitude than the current Project. B. In determining the responsibility of the Bidder,the Owner will consider the Bidder's past projects and any substandard quality of workmanship on completed projects. The Owner will consider whether the Bidder's past project experience shows substandard quality of workmanship, issues related to a substandard appearance of the completed work,the amount of warranty or rework required, problems with durability and maintainability of the completed project, and problems with the lack of quality of documentation provided. In addition to the work produced,the Owner may consider issues related to the quality of construction practices, responsiveness to the owner's needs during construction, an inability to work in the spirit of partnering and any non-responsiveness of the Bidder to make warranty corrections. Information to make this determination will come from Owner's interviews with references provided for this project. By listing reference contact information in this Statement of Experience, Bidder indicates its approval for OPT to contact the individuals listed as a reference. ARTICLE 3—SAFETY EXPERIENCE REQUIREMENTS 3.01 The Bidder agrees that pursuant to Section 252.0435 of the Local Government Code,the Owner will consider the safety record of the Bidder prior to awarding contracts. The Owner has adopted the following written definitions and criteria for determining the Bidder's safety record. 3.02 The Bidder's safety record will be used to determine if the Bidder can be deemed responsible. 3.03 Provide general information about the safety record of the organization as required in Table 4. A. For purposes of providing this information,the following terms shall have the following meanings: 1. "Bidder" includes the firm, corporation, partnership, or other legal entity represented by the Bidder or anyone acting for such firm, corporation, partnership, or other legal entity submitting the bid. 2. "Citations" include notices of violation, notices of enforcement, suspension/revocation of state or federal licenses or registrations,fines assessed pending criminal complaints, indictments, convictions, administrative orders, draft orders,final orders, and judicial final judgments. Notice of Violations and Notice of Enforcement received from the TCEQ shall include those classified as major violations and Statement of Experience 004516-2 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 moderate violations under the TCEQ's regulations for documentation of Compliance History, 30 Texas Administrative Code, Chapter 60.2 (c) (1) and (2). 3. "Environmental Protection Agency" includes, but is not limited to the Texas Commission on Environmental Quality(the "TCE(X"),the United States Environmental Protection Agency (the "EPA"), the U.S. Fish and Wildlife Service,the U.S. Army Corps of Engineers,the Texas Department of State Health Services,the Texas Parks and Wildlife Department,the Structural Pest Control Service, agencies of local governments responsible for enforcing environmental protection laws or regulations, and similar regulatory agencies of other states of the United States. B. In determining the responsibility of the Bidder,the Owner will consider the following in regards to Table 4: 1. Whether the Bidder's response in reveals more than two (2) cases in which final orders have been entered by the Occupational Safety and Health Review Commission (the "OSHRC") against the Bidder for serious violations of Occupational Safety and Health Administration ("OSHA") regulations within the past five (5)years. 2. Whether the Bidder's response reveals more than one (1) case in which Bidder has received a citation or for which final orders have been entered from an environmental protection agency for violations within the past five (5)years. 3. Whether the Bidder's response reveals that the Bidder has been convicted of a criminal offense or has been subject to a judgment for a negligent act or omission, which resulted in serious bodily injury or death, within the past ten (10)years. C. The Owner may consider the responses to each question in Table 4 separately when determining the responsibility of the Bidder.The Owner may also consider the cumulative impact of the information generated by the Bidder's responses. ARTICLE 4—PROVIDE INFORMATION TO DEMONSTRATE THE ABILITY OF THE BIDDER TO PROVIDE SUBCONTRACTING OPPORTUNITIES THAT WILL MEET THE OWNER'S ESTABLISHED GOALS FOR MINORITY, MBE, AND DBE PARTICIPATION IN THE PROJECT. LIST ALL WORK TO BE PERFORMED BY QUALIFIED MINORITY, MBE AND DBE-PROPOSED SUBCONTRACTORS OR SUPPLIERS IN TABLE S. INCLUDE PERCENTAGES OF WORK SUBCONTRACTED TO EACH TO DEMONSTRATE COMPLIANCE WITH OWNER'S STATED GOALS.STATEMENT OF EXPERIENCE REQUIREMENTS 4.01 Provide one printed copy of the Statement of Experience using the referenced tables and narrative descriptions as described in Article 2. Pages are to be 8-1/2 x 11 pages using a minimum font size of 10. A limited number of 11 x 17 sheets may be used, and must be folded to the size of an 8-1/2 x 11 page. 4.02 Provide a digital copy of the Statement of Experience in Portable Document Format(PDF) on a CD, portable drive, or other digital recording device. This digital copy is to include all information required to evaluate the Bid and should match the content of the printed copy of the Bid. When creating the digital copy: A. Create PDF documents from native format files. B. Rotate pages so that the top of the document appears at the top of the file when opened in PDF viewing software. C. Submit PDF documents with adequate resolution to allow documents to be printed in a format equivalent to the original documents. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. D. Submit color PDF documents if color is used in the printed version of the documents. Statement of Experience 004516-3 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 Table 1—Organization Information Organization doing business as: Business Address of Principal Office Telephone No. I Website Form of Business (check one) ❑ Corporation ❑ Partnership ❑ Individual If a Corporation State of Incorporation Date of Incorporation Chief Executive Officer's Name President's Name Vice President's Name(s) Secretary's Name Treasurer's Name If a Partnership Date of Organization Form of Partnership: ❑ General ❑ Limited If an Individual Name Ownership of Organization List of companies,firms, or organizations that own any part of the organization. Names of Companies, Firms, or Organizations Percent Ownership Organization History List of names that this organization currently, has, or anticipates operating under including the names of related companies presently doing business. Names of Organizations From Date To Date Indicators of Organization Size Average number of current full-time employees Average estimate of revenue for the current year Statement of Experience 004516-4 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 Table 1—Organization Information Organization doing business as: Previous History with City of Corpus Christi List the 5 most recent projects that have been completed with the City of Corpus Christi. Project Name Year 1 2 3 4 5 Construction Site Safety Experience Provide Bidders Experience Modification Ratio (EMR) History for the last 3 years. Provide documentation of the EMR. Year EMR Year EMR Year EMR Previous Bidding and Construction Experience Has Bidder or a predecessor organization been disqualified as a bidder within the last 10 years? List Projects below and provide full details in a separate attachment if yes. Has Bidder or a predecessor organization been released from a bid or proposal in the past 10 years? List Projects below and provide full details in a separate attachment if yes. Has Bidder or a predecessor organization ever defaulted on a project or failed to complete any work awarded to it? List Projects below and provide full details in a separate attachment if yes. Has Bidder or a predecessor organization been involved in claims or litigation involving project owners within the last 10 years? List Projects below and provide full details in a separate attachment if yes. Have liens or claims for outstanding unpaid invoices been filed against the Bidder for services or materials on any projects begun within the preceding 3 years? Specify the name and address of the party holding the lien or making the claim,the amount and basis for the lien or claim, and an explanation of why the lien has not been released or that the claim has not been paid if yes. Statement of Experience 004516-5 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 Table 2—Project Information Organization doing business as: Proposed Project Organization Provide a brief description of the organizational structure proposed for this project indicating the names and functional roles of proposed key personnel and alternates. Provide resumes for Project Manager,Superintendent, Safety Manager and Quality Control Manager. Position Primary Alternate Project Manager Superintendent Safety Manager Quality Control Manager Division of work between Bidder and Proposed Subcontractor and Suppliers Provide a list of Work to be self-performed by the Bidder and the Work contracted to Subcontractors and Suppliers for more than 10 percent of the Work(based on estimated subcontract or purchase order amounts and the Contract Price). Description of Work Name of Entity Performing the Estimated Percentage Work of Contract Price Subcontractor Construction Site Safety Experience Provide Experience Modification Ratio (EMR) History for the last 3 years for Subcontractors that will provide Work valued at 25%or more of the Contract Price. Provide documentation of the EMR. Subcontractor Year EMR Year EMR Year EMR Subcontractor Year EMR Year EMR Year EMR Statement of Experience 004516-6 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 Table 3—Projects Awarded during the Last 5 Years Organization doing business as: Project Information Project Name Description Reference Contact Information Project Owner Name/Title Telephone Email Project Designer Project Budget and Performance Original Final Contract #Contract # Days Contract Price Price Days Late Issues/Claims/ Litigation: Project Information Project Name Description Reference Contact Information Project Owner Name/Title Telephone Email Project Designer Project Budget and Performance Original Final Contract #Contract # Days Contract Price Price Days Late Issues/Claims/ Litigation: Project Information Project Name Description Reference Contact Information Project Owner Name/Title Telephone Email Project Designer Project Budget and Performance Original Final Contract #Contract # Days Contract Price Price Days Late Issues/Claims/ Litigation: Statement of Experience 004516-7 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 Table 3—Projects Awarded during the Last 5 Years—Not including City of Corpus Christi Projects Organization doing business as: Project Information Project Name Description Reference Contact Information Project Owner Name/Title Telephone Email Project Designer Project Budget and Performance Original Final Contract #Contract # Days Contract Price Price Days Late Issues/Claims/ Litigation: Project Information Project Name Description Reference Contact Information Project Owner Name/Title Telephone Email Project Designer Project Budget and Performance Original Final Contract #Contract # Days Contract Price Price Days Late Issues/Claims/ Litigation: Project Information Project Name Description Reference Contact Information Project Owner Name/Title Telephone Email Project Designer Project Budget and Performance Original Final Contract #Contract # Days Contract Price Price Days Late Issues/Claims/ Litigation: Statement of Experience 004516-8 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 Table 3—Projects Awarded during the Last 5 Years—Not including City of Corpus Christi Projects Organization doing business as: Project Information Project Name Description Reference Contact Information Project Owner Name/Title Telephone Email Project Designer Project Budget and Performance Original Final Contract #Contract # Days Contract Price Price Days Late Issues/Claims/ Litigation: Project Information Project Name Description Reference Contact Information Project Owner Name/Title Telephone Email Project Designer Project Budget and Performance Original Final Contract #Contract # Days Contract Price Price Days Late Issues/Claims/ Litigation: Project Information Project Name Description Reference Contact Information Project Owner Name/Title Telephone Email Project Designer Project Budget and Performance Original Final Contract #Contract # Days Contract Price Price Days Late Issues/Claims/ Litigation: Statement of Experience 004516-9 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 Table 4—Safety Record Questionnaire and Statement of Bidder's Safety Experience Organization doing business as: Bidder's Safety Record and Experience Has the Bidder received any Citations for violations of OSHA within the past five (5)years? List Citations below (date and location of Citation) and provide full details in a separate attachment if yes.The full details must include the type of violation or offense,the final disposition of the violation or offense, if any, and the penalty assessed. Has the Bidder received any Citations for violations of environmental protection laws or regulations within the past five (5)years? List Citations below (date and location of Citation) and provide full details in a separate attachment if yes.The full details must include the type of violation or offense,the final disposition of the violation or offense, if any, and the penalty assessed. Has the Bidder, within the past ten (10)years, been convicted of a criminal offense or been subject to a judgment for a negligent act or omission, which resulted in serious bodily injury or death? List convictions or judgments below and provide full details in a separate attachment if yes. The Owner will consider the following information as additional support to make a determination as to the responsibility of the Bidder.The Bidder must answer the following questions and provide evidence that it meets minimum OSHA construction safety standards and has a lost time injury rate that does not exceed the limits established below: 1 Does the Bidder have a written construction safety program? ❑ Yes ❑ No 2 Does the Bidder conduct regular construction site safety inspections? ❑ Yes ❑ No 3 Does the Bidder have an active construction safety training program? ❑ Yes ❑ No 4 Does the Bidder, or affected subcontractor, have competent persons in the following areas (as applicable to the scope of the current Project): A. Scaffolding ❑ Yes ❑ No ❑ N/A B. Excavation ❑ Yes ❑ No ❑ N/A C. Cranes & Hoists ❑ Yes ❑ No ❑ N/A D. Electrical ❑ Yes ❑ No ❑ N/A Statement of Experience 004516-10 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 Table 4—Safety Record Questionnaire and Statement of Bidder's Safety Experience Organization doing business as: E. Fall Protection ❑ Yes ❑ No ❑ N/A F. Confined Spaces ❑ Yes ❑ No ❑ N/A G. Material Handling ❑ Yes ❑ No ❑ N/A H. Demolition ❑ Yes ❑ No ❑ N/A I. Steel Erection ❑ Yes ❑ No ❑ N/A J. Underground Construction ❑ Yes ❑ No ❑ N/A Does the Bidder have a lost time injury rate and a total recordable injury rate of less than or equal to the national average for North American Industrial Classification 5 System ("NAICS") Category 23 for each of the past five (5)years? Provide the ❑Yes ❑ No Bidder's OSHA 300 and 300A logs for the past five (5)years in a separate attachment. Does the Bidder have an experience modifier rate of 1.0 or less? Provide the 6 Bidder's NCCI workers' compensation experience rating sheets for the past five (5) ❑Yes ❑ No years in a separate attachment. Has the Bidder had any OSHA inspections within the past six(6) months? Provide 7 documentation showing the nature of the inspection,the findings, and the ❑Yes ❑ No magnitude of the issues in a separate attachment if yes. Statement of Experience 004516-11 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 Table 5—Demonstrated Minority, MBE, DBE Participation Organization doing business as Project Subcontractors and Suppliers Provide a list of anticipated Minority, MBE, DBE Subcontractors or Suppliers contracts that will be used to demonstrate compliance with the Owner's Minority/ MBE/ DBE Participation Policy Name Work to be Provided Estimated%of Contract Price Statement of Experience 004516-12 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 ARTICLE 5—CERTIFICATION 5.01 By submitting this Statement of Experience and related information, Bidder certifies that it has read this Statement of Experience and that Bidder's responses are true and correct and contain no material misrepresentations and that the individual signing below is authorized to make this certification on behalf of the Bidder's organization. The individual signing this certification shall attach evidence of individual's authority to bind the organization to an agreement. Bidder: (typed or printed) By: (individual's signature) Name: (typed or printed) Title: (typed or printed) Designated Representative: Name: Title: Address: Telephone No.: Email: END OF SECTION Statement of Experience 004516-13 Ennis Joslin Road Extension Holly Road to William Drive(Bond 2014)—Project E15109 Rev 06-22-2016 00 52 23 AGREEMENT This Agreement,for the Project awarded on , is between the City of Corpus Christi (Owner) and (Contractor). Owner and Contractor agree as follows: ARTICLE 1—WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) Project No. E15109 ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Urban Engineering 2725 Swantner Corpus Christi,TX. 78404 2.02 The Owner's Authorized Representative for this Project is: TO BE DETERMINED ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 270 days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within 300 days after the date when the Contract Times commence to run. B. Milestones, and the dates for completion of each, are as defined in SECTION 0135 00 SPECIAL PROCEDURES. 3.02 Liquidated Damages A. Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.01 and as adjusted in accordance with Paragraph 11.05 of the General Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if Agreement 005223- 1 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 06-22-2016 the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty): 1. Substantial Completion: Contractor shall pay Owner$800 for each day that expires after the time specified in Paragraph 3.01 for Substantial Completion until the Work is substantially complete. 2. Completion of the Remaining Work: Contractor agrees to pay Owner$400 for each day that expires after the time specified in Paragraph 3.01 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions. 3. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. 4. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 0135 00 SPECIAL PROCEDURES for failure to meet Milestone completions. 5. The Owner will determine whether the Work has been completed within the Contract Times. B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. ARTICLE 4—CONTRACT PRICE 4.01 Owner will pay Contractor for completion of the Work in accordance with the Contract Documents at the unit prices shown in the attached BID FORM. Unit prices have been computed in accordance with Paragraph 13.03 of the General Conditions. Contractor acknowledges that estimated quantities are not guaranteed, and were solely for the purpose of comparing Bids, and final payment for all unit price items will be based on actual quantities, determined as provided in the Contract Documents. Total Base Bid Price $ ARTICLE 5—PAYMENT PROCEDURES 5.01 Submit Applications for Payment in accordance with Article 15 of the General Conditions. Applications for Payment will be processed by the OAR as provided in the General Conditions. 5.02 Progress Payments; Retainage: A. The Owner will make progress payments on or about the 25th day of each month during performance of the Work. Payment is based on Work completed in accordance with the Schedule of Values established as provided in the General Conditions. B. Progress payments equal to 95 percent of the total earned value to date for completed Work and properly stored materials will be made prior to Substantial Completion. The balance will be held as retainage. Agreement 005223-2 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 06-22-2016 C. Payment will be made for the amount determined per Paragraph 5.02.13, less the total of payments previously made and less set-offs determined in accordance with Paragraph 15.01 of the General Conditions. D. At the Owner's option, retainage may be required at a higher percentage rate if progress on the Project is considered to be unsatisfactory. If retainage in excess of the amount described above is held prior to Substantial Completion,the Owner will place the additional amount in an interest bearing account. Interest will be paid in accordance with Paragraph 6.01. E. At the Owner's option, Owner may pay Contractor 100 percent of the Work completed, less amounts withheld in accordance with Paragraph 15.01 of the General Conditions and less 200 percent of CAR's estimate of the value of Work to be completed or corrected to reach Substantial Completion. Owner may, at its sole discretion, elect to hold retainage in the amounts set forth above for progress payments prior to Substantial Completion if Owner has concerns with the ability of the Contractor to complete the remaining Work in accordance with the Contract Documents or within the time frame established by this Agreement. Release or reduction in retainage is contingent upon and consent of surety to the reduction in retainage. 5.03 Owner will pay the remainder of the Contract Price as recommended by OAR in accordance with Paragraph 15.06 of the General Conditions upon Final Completion and acceptance of the Work. ARTICLE 6—INTEREST ON OVERDUE PAYMENTS AND RETAINAGE 6.01 The Owner is not obligated to pay interest on overdue payments except as required by Texas Government Code Chapter 2251. 6.02 The Owner is not obligated to pay interest on moneys not paid except as provided in Texas Government Code Chapter 2252. ARTICLE 7—CONTRACTOR'S REPRESENTATIONS 7.01 The Contractor makes the following representations: A. The Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. The Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. The Contractor is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. D. The Contractor has carefully studied the following Site-related reports and drawings as identified in the Supplementary Conditions: 1. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; Agreement 005223-3 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 06-22-2016 3. Underground Facilities referenced in reports and drawings; 4. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and 5. Technical Data related to each of these reports and drawings. E. The Contractor has considered the: 1. Information known to Contractor; 2. Information commonly known to contractors doing business in the locality of the Site; 3. Information and observations obtained from visits to the Site; and 4. The Contract Documents. F. The Contractor has considered the items identified in Paragraphs 7.01.D and 7.01.E with respect to the effect of such information, observations, and documents on: 1. The cost, progress, and performance of the Work; 2. The means, methods,techniques, sequences, and procedures of construction to be employed by Contractor; and 3. Contractor's safety precautions and programs. G. Based on the information and observations referred to in the preceding paragraphs, Contractor agrees that no further examinations, investigations, explorations,tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. H. The Contractor is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. I. The Contractor has correlated the information known to the Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations,tests, studies, and data with the Contract Documents. J. The Contractor has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Contractor has discovered in the Contract Documents, and the written resolution provided by the OAR is acceptable to the Contractor. K. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. L. Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. ARTICLE 8—ACCOUNTING RECORDS 8.01 Accounting Record Availability: The Contractor shall keep such full and detailed accounts of materials incorporated and labor and equipment utilized for the Work consistent with the requirements of Paragraph 13.01 of the General Conditions and as may be necessary for proper Agreement 005223-4 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 06-22-2016 financial management under this Agreement. Subject to prior written notice,the Owner shall be afforded reasonable access during normal business hours to all of the Contractor's records, books, correspondence, instructions, drawings, receipts, vouchers, memoranda, and similar data relating to the Cost of the Work and the Contractor's fee. The Contractor shall preserve all such documents for a period of 3 years after the final payment by the Owner. ARTICLE 9—CONTRACT DOCUMENTS 9.01 Contents: A. The Contract Documents consist of the following: 1. Specifications,forms, and documents listed in SECTION 00 0100 TABLE OF CONTENTS. 2. Drawings listed in the Sheet Index. 3. Addenda. 4. Exhibits to this Agreement: a. Contractor's Bid Form. b. None. 5. Documentation required by the Contract Documents and submitted by Contractor prior to Notice of Award. B. There are no Contract Documents other than those listed above in this Article. C. The Contract Documents may only be amended, modified, or supplemented as provided in Article 11 of the General Conditions. ARTICLE 10—CONTRACT DOCUMENT SIGNATURES 10.01 One original of the signed Agreement will be required. The sequence of signatures will be completed in the following order: A. CONTRACTOR—Agreement must be signed by a person authorized to bind the firm or company. If Contractor is a Corporation, agreements must be Attested; B. ASSISTANT CITY ATTORNEY for the City; C. DIRECTOR OF ENGINEERING SERVICES; D. CITY SECRETARY for the City. Agreement 005223-5 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 06-22-2016 ATTEST CITY OF CORPUS CHRISTI Rebecca Huerta J.H. Edmonds, P.E. City Secretary Director of Engineering Services APPROVED AS TO LEGAL FORM: Janet L. Kellogg Assistant City Attorney ATTEST(IF CORPORATION) CONTRACTOR (Seal Below) By: Note: Attach copy of authorization to sign if Title: person signing for CONTRACTOR is not President, Vice President, Chief Executive Officer, or Chief Financial Officer Address City State Zip Phone Fax EMail END OF SECTION Agreement 005223-6 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014)—Project E15109 Rev 06-22-2016 00 61 13 PERFORMANCE BOND BOND NO. Contractor as Principal Surety Name: Name: Mailing address(principal place of business): Mailing address(principal place of business): Physical address (principal place of business): Owner Name: City of Corpus Christi,Texas Mailing address(principal place of business): Engineering Services Surety is a corporation organized and existing 1201 Leopard Street under the laws of the state of: Corpus Christi,Texas 78401 By submitting this Bond, Surety affirms its authority to do business in the State of Texas and Contract its license to execute bonds in the State of Texas. Project name and number: Telephone (main number): Telephone (for notice of claim): Local Agent for Surety Name: Award Date of the Contract: Address: Contract Price: Bond Telephone: E-Mail Address: Date of Bond: (Date of Bond cannot be earlier than Award Date The address of the surety company to which any of the Contract) notice of claim should be sent may be obtained Said Principal and Surety have signed and sealed from the Texas Dept. of Insurance by calling the this instrument in 4 copies, each one of which shall following toll-free number.1-800-252-3439 be deemed an original. Performance Bond 006113- 1 Ennis Joslin Road Extension Holly Road to Waldron Road (Bond 2014)- Project E15109 Rev 01-13-2016 Surety and Contractor,intending to be legally bound and obligated to Owner do each cause this Performance Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors,successors and assigns,jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal faithfully performs the Work required by the Contract then this obligation shall be null and void;otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Principal Surety Signature: Signature: Name: Name: Title: Title: Email Address: Email Address: (Attach Power of Attorney and place surety seal below) END OF SECTION Performance Bond 006113-2 Ennis Joslin Road Extension Holly Road to Waldron Road (Bond 2014)- Project E15109 Rev 01-13-2016 00 61 16 PAYMENT BOND BOND NO. Contractor as Principal Surety Name: Name: Mailing address(principal place of business): Mailing address(principal place of business): Physical address (principal place of business): Owner Name: City of Corpus Christi,Texas Mailing address(principal place of business): Engineering Services Surety is a corporation organized and existing 1201 Leopard Street under the laws of the state of: Corpus Christi,Texas 78401 By submitting this Bond, Surety affirms its authority to do business in the State of Texas and Contract its license to execute bonds in the State of Texas. Project name and number: Telephone (main number): Telephone (for notice of claim): Local Agent for Surety Name: Award Date of the Contract: Address: Contract Price: Bond Telephone: E-Mail Address: Date of Bond: (Date of Bond cannot be earlier than Award Date The address of the surety company to which any of Contract) notice of claim should be sent may be obtained Said Principal and Surety have signed and sealed from the Texas Dept. of Insurance by calling the this instrument in 4 copies, each one of which shall following toll-free number.1-800-252-3439 be deemed an original. Payment Bond Form 006116- 1 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014) Project- E15109 Rev.01-13-2016 Surety and Contractor,intending to be legally bound and obligated to Owner do each cause this Payment Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors,successors and assigns,jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal pays all claimants providing labor or materials to him or to a Subcontractor in the prosecution of the Work required by the Contract then this obligation shall be null and void;otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Principal Surety Signature: Signature: Name: Name: Title: Title: Email Address: Email Address: (Attach Power of Attorney and place surety seal below) END OF SECTION Payment Bond Form 006116-2 Ennis Joslin Road Extension Holly Road to Williams Drive(Bond 2014) Project- E15109 Rev.01-13-2016 00 72 00 GENERAL CONDITIONS Table of Contents Page Article 1—Definitions and Terminology.......................................................................................................6 1.01 Defined Terms...............................................................................................................................6 1.02 Terminology................................................................................................................................11 Article 2—Preliminary Matters...................................................................................................................12 2.01 Delivery of Bonds and Evidence of Insurance.............................................................................12 2.02 Copies of Documents..................................................................................................................13 2.03 Before Starting Construction ......................................................................................................13 2.04 Preconstruction Conference; Designation of Authorized Representatives................................13 Article 3—Contract Documents: Intent, Requirements, Reuse.................................................................13 3.01 Intent...........................................................................................................................................13 3.02 Reference Standards...................................................................................................................15 3.03 Reporting and Resolving Discrepancies......................................................................................15 3.04 Interpretation of the Contract Documents.................................................................................16 3.05 Reuse of Documents...................................................................................................................16 Article 4—Commencement and Progress of the Work..............................................................................16 4.01 Commencement of Contract Times; Notice to Proceed.............................................................16 4.02 Starting the Work........................................................................................................................16 4.03 Progress Schedule.......................................................................................................................17 4.04 Delays in Contractor's Progress..................................................................................................17 Article 5—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions...................................................................................................................................................18 5.01 Availability of Lands....................................................................................................................18 5.02 Use of Site and Other Areas........................................................................................................18 5.03 Subsurface and Physical Conditions............................................................................................19 5.04 Differing Subsurface or Physical Conditions...............................................................................19 5.05 Underground Facilities................................................................................................................21 5.06 Hazardous Environmental Conditions at Site.............................................................................22 Article 6—Bonds and Insurance .................................................................................................................24 6.01 Performance, Payment, and Other Bonds..................................................................................24 6.02 Licensed Sureties ........................................................................................................................24 General Conditions 007200- 1 Corpus Christi Standards- Regular Projects 03-23-2015 6.03 Insurance.....................................................................................................................................25 Article 7—Contractor's Responsibilities.....................................................................................................25 7.01 Supervision and Superintendence..............................................................................................25 7.02 Labor; Working Hours.................................................................................................................25 7.03 Services, Materials, and Equipment ...........................................................................................26 7.04 Concerning Subcontractors, Suppliers, and Others....................................................................26 7.05 Patent Fees and Royalties...........................................................................................................27 7.06 Permits........................................................................................................................................28 7.07 Taxes...........................................................................................................................................28 7.08 Laws and Regulations..................................................................................................................28 7.09 Safety and Protection .................................................................................................................29 7.10 Safety Representative.................................................................................................................30 7.11 Hazard Communication Programs..............................................................................................30 7.12 Emergencies................................................................................................................................30 7.13 Contractor's General Warranty and Guarantee.........................................................................30 7.14 Indemnification...........................................................................................................................31 7.15 Delegation of Professional Design Services................................................................................32 Article 8—Other Work at the Site...............................................................................................................33 8.01 Other Work.................................................................................................................................33 8.02 Coordination...............................................................................................................................34 8.03 Legal Relationships......................................................................................................................34 Article 9—Owner's and OPT's Responsibilities...........................................................................................35 9.01 Communications to Contractor ..................................................................................................35 9.02 Replacement of Owner's Project Team Members......................................................................35 9.03 Furnish Data................................................................................................................................35 9.04 Pay When Due.............................................................................................................................35 9.05 Lands and Easements; Reports and Tests...................................................................................35 9.06 Insurance.....................................................................................................................................35 9.07 Modifications..............................................................................................................................35 9.08 Inspections,Tests, and Approvals...............................................................................................35 9.09 Limitations on OPT's Responsibilities .........................................................................................35 9.10 Undisclosed Hazardous Environmental Condition......................................................................36 9.11 Compliance with Safety Program................................................................................................36 General Conditions 007200-2 Corpus Christi Standards- Regular Projects 03-23-2015 Article 10—OAR's and Designer's Status During Construction ..................................................................36 10.01 Owner's Representative..........................................................................................................36 10.02 Visits to Site.............................................................................................................................36 10.03 Resident Project Representatives...........................................................................................36 10.04 Rejecting Defective Work........................................................................................................36 10.05 Shop Drawings, Modifications and Payments.........................................................................36 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work...................37 10.07 Limitations on OAR's and Designer's Authority and Responsibilities.....................................37 Article 11—Amending the Contract Documents; Changes in the Work ....................................................37 11.01 Amending and Supplementing the Contract Documents.......................................................37 11.02 Owner-Authorized Changes in the Work................................................................................38 11.03 Unauthorized Changes in the Work........................................................................................38 11.04 Change of Contract Price........................................................................................................39 11.05 Change of Contract Times.......................................................................................................40 11.06 Change Proposals....................................................................................................................40 11.07 Execution of Change Orders ...................................................................................................40 11.08 Notice to Surety......................................................................................................................41 Article12—Claims.......................................................................................................................................42 12.01 Claims......................................................................................................................................42 12.02 Claims Process.........................................................................................................................42 Article 13—Cost of the Work; Allowances; Unit Price Work......................................................................43 13.01 Cost of the Work.....................................................................................................................43 13.02 Allowances..............................................................................................................................46 13.03 Unit Price Work.......................................................................................................................46 13.04 Contingencies..........................................................................................................................47 Article 14—Tests and Inspections; Correction, Removal, or Acceptance of Defective Work....................47 14.01 Access to Work........................................................................................................................47 14.02 Tests, Inspections, and Approvals...........................................................................................47 14.03 Defective Work.......................................................................................................................48 14.04 Acceptance of Defective Work................................................................................................49 14.05 Uncovering Work....................................................................................................................49 14.06 Owner May Stop the Work.....................................................................................................49 14.07 Owner May Correct Defective Work.......................................................................................50 General Conditions 007200-3 Corpus Christi Standards- Regular Projects 03-23-2015 Article 15—Payments to Contractor; Set-Offs; Completion; Correction Period........................................50 15.01 Progress Payments..................................................................................................................50 15.02 Contractor's Warranty of Title................................................................................................52 15.03 Substantial Completion...........................................................................................................52 15.04 Partial Utilization.....................................................................................................................53 15.05 Final Inspection.......................................................................................................................53 15.06 Final Payment..........................................................................................................................53 15.07 Waiver of Claims.....................................................................................................................54 15.08 Correction Period....................................................................................................................54 Article 16—Suspension of Work and Termination.....................................................................................55 16.01 Owner May Suspend Work.....................................................................................................55 16.02 Owner May Terminate for Cause............................................................................................55 16.03 Owner May Terminate For Convenience................................................................................56 Article 17— Final Resolution of Disputes....................................................................................................57 17.01 Methods and Procedures........................................................................................................57 Article18—Miscellaneous..........................................................................................................................57 18.01 Computation of Times.............................................................................................................57 18.02 Owner's Right to Audit Contractor's Records.........................................................................57 18.03 Independent Contractor.........................................................................................................58 18.04 Cumulative Remedies .............................................................................................................58 18.05 Limitation of Damages............................................................................................................58 18.06 No Waiver...............................................................................................................................58 18.07 Severability..............................................................................................................................58 18.08 Survival of Obligations............................................................................................................59 18.09 No Third Party Beneficiaries ...................................................................................................59 18.10 Assignment of Contract...........................................................................................................59 18.11 No Waiver of Sovereign Immunity..........................................................................................59 18.12 Controlling Law.......................................................................................................................59 18.13 Conditions Precedent to Right to Sue.....................................................................................59 18.14 Waiver of Trial by Jury.............................................................................................................59 18.15 Attorney Fees..........................................................................................................................59 18.16 Compliance with Laws.............................................................................................................59 18.17 Enforcement............................................................................................................................60 General Conditions 007200-4 Corpus Christi Standards- Regular Projects 03-23-2015 18.18 Subject to Appropriation.........................................................................................................60 18.19 Contract Sum...........................................................................................................................60 18.20 Contractor's Guarantee as Additional Remedy......................................................................60 General Conditions 007200-5 Corpus Christi Standards- Regular Projects 03-23-2015 ARTICLE 1—DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. A term with initial capital letters, including the term's singular and plural forms, has the meaning indicated in this paragraph wherever used in the Bidding Requirements or Contract Documents. In addition to the terms specifically defined,terms with initial capital letters in the Contract Documents may include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda - Documents issued prior to the receipt of Bids which clarify or modify the Bidding Requirements or the proposed Contract Documents. 2. Agreement-The document executed between Owner and Contractor covering the Work. 3. Alternative Dispute Resolution -The process by which a disputed Claim may be settled as an alternative to litigation, if Owner and Contractor cannot reach an agreement between themselves. 4. Application for Payment-The forms used by Contractor to request payments from Owner and the supporting documentation required by the Contract Documents. 5. Award Date—The date the City Council of the City of Corpus Christi (City) authorizes the City Manager or designee to execute the Contract on behalf of the City. 6. Bid -The documents submitted by a Bidder to establish the proposed Contract Price and Contract Times and provide other information and certifications as required by the Bidding Requirements. 7. Bidding Documents-The Bidding Requirements,the proposed Contract Documents, and Addenda. 8. Bidder-An individual or entity that submits a Bid to Owner. 9. Bidding Requirements-The Invitation for Bids, Instructions to Bidders, Bid Security, Bid Form and attachments, and required certifications. 10. Bid Security-The financial security in the form of a bid bond provided by Bidder at the time the Bid is submitted and held by Owner until the Agreement is executed and the evidence of insurance and Bonds required by the Contract Documents are provided. A cashier's check, certified check, money order or bank draft from any State or National Bank will also be acceptable. 11. Bonds - Performance Bond, Payment Bond, Maintenance Bond, and other Surety instruments executed by Surety. When in singular form, refers to individual instrument. 12. Change Order-A document issued on or after the Effective Date of the Contract and signed by Owner and Contractor which modifies the Work, Contract Price, Contract Times, or terms and conditions of the Contract. General Conditions 007200-6 Corpus Christi Standards- Regular Projects 03-23-2015 13. Change Proposal -A document submitted by Contractor in accordance with the requirements of the Contract Documents: a. Requesting an adjustment in Contract Price or Contract Times; b. Contesting an initial decision concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; C. Challenging a set-off against payment due; or d. Seeking a Modification with respect to the terms of the Contract. 14. City Engineer-The Corpus Christi City Engineer and/or his designated representative as identified at the preconstruction conference or in the Notice to Proceed. 15. Claim -A demand or assertion by Owner or Contractor submitted in accordance with the requirements of the Contract Documents. A demand for money or services by an entity other than the Owner or Contractor is not a Claim. 16. Constituent of Concern -Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), hazardous wastes, and substances, products,wastes, or other materials that are or become listed, regulated, or addressed pursuant to: a. The Comprehensive Environmental Response, Compensation and Liability Act,42 U.S.C. §§9601 et seq. ("CERCLA"); b. The Hazardous Materials Transportation Act, 49 U.S.C. §§5501 et seq.; C. The Resource Conservation and Recovery Act, 42 U.S.C. §§6901 et seq. ("RCRA"); d. The Toxic Substances Control Act, 15 U.S.C. §§2601 et seq.; e. The Clean Water Act, 33 U.S.C. §§1251 et seq.; f. The Clean Air Act,42 U.S.C. §§7401 et seq.; or g. Any other Laws or Regulations regulating, relating to, or imposing liability or standards of conduct concerning hazardous,toxic, or dangerous waste, substance, or material. 17. Contract-The entire integrated set of documents concerning the Work and describing the relationship between the Owner and Contractor. 18. Contract Amendment-A document issued on or after the Effective Date of the Contract and signed by Owner and Contractor which: a. Authorizes new phases of the Work and establishes the Contract Price, Contract Times, or terms and conditions of the Contract for the new phase of Work; or b. Modifies the terms and conditions of the Contract, but does not make changes in the Work. 19. Contract Documents -Those items designated as Contract Documents in the Agreement. 20. Contract Price -The monetary amount stated in the Agreement and as adjusted by Modifications, and increases or decreases in unit price quantities, if any,that Owner has agreed to pay Contractor for completion of the Work in accordance with the Contract Documents. General Conditions 007200-7 Corpus Christi Standards- Regular Projects 03-23-2015 21. Contract Times-The number of days or the dates by which Contractor must: a. Achieve specified Milestones; b. Achieve Substantial Completion; and C. Complete the Work. 22. Contractor-The individual or entity with which Owner has contracted for performance of the Work. 23. Contractor's Team -Contractor and Subcontractors, Suppliers, individuals, or entities directly or indirectly employed or retained by them to perform part of the Work or anyone for whose acts they may be liable. 24. Cost of the Work-The sum of costs incurred for the proper performance of the Work as allowed by Article 13. 25. Defective -When applied to Work, refers to Work that is unsatisfactory,faulty, or deficient in that it: a. Does not conform to the Contract Documents; b. Does not meet the requirements of applicable inspections, reference standards, tests, or approvals referred to in the Contract Documents; or C. Has been damaged or stolen prior to CAR's recommendation of final payment unless responsibility for the protection of the Work has been assumed by Owner at Substantial Completion in accordance with Paragraphs 15.03 or 15.04. 26. Designer-The individuals or entity named as Designer in the Agreement and the subconsultants, individuals, or entities directly or indirectly employed or retained by Designer to provide design or other technical services to the Owner. Designer has responsibility for engineering or architectural design and technical issues related to the Contract Documents. Designers are Licensed Professional Engineers or Registered Architects qualified to practice their profession in the State of Texas. 27. Drawings -The part of the Contract that graphically shows the scope, extent, and character of the Work. Shop Drawings and other Contractor documents are not Drawings. 28. Effective Date of the Contract-The date indicated in the Agreement on which the City Manager or designee has signed the Contract. 29. Field Order-A document issued by OAR or Designer requiring changes in the Work that do not change the Contract Price or the Contract Times. 30. Hazardous Environmental Condition -The presence of Constituents of Concern at the Site in quantities or circumstances that may present a danger to persons or property exposed to Constituents of Concern. The presence of Constituents of Concern at the Site necessary for the execution of the Work or to be incorporated in the Work is not a Hazardous Environmental Condition provided these Constituents of Concern are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract. General Conditions 007200-8 Corpus Christi Standards- Regular Projects 03-23-2015 31. Indemnified Costs-All costs, losses, damages, and legal or other dispute resolution costs resulting from claims or demands against Owner's Indemnitees. These costs include fees for engineers, architects, attorneys, and other professionals. 32. Laws and Regulations; Laws or Regulations -Applicable laws, statutes, rules, regulations, ordinances, codes, and orders of governmental bodies, agencies, authorities, and courts having jurisdiction over the Project. 33. Liens -Charges, security interests, or encumbrances upon Contract related funds, real property, or personal property. 34. Milestone-A principal event in the performance of the Work that Contractor is required by Contract to complete by a specified date or within a specified period of time. 35. Modification -Change made to the Contract Documents by one of the following methods: a. Contract Amendment; b. Change Order; C. Field Order; or d. Work Change Directive. 36. Notice of Award -The notice of Owner's intent to enter into a contract with the Selected Bidder. 37. Notice to Proceed -A notice to Contractor of the Contract Times and the date Work is to begin. 38. Owner-The City of Corpus Christi (City), a Texas home-rule municipal corporation and political subdivision organized under the laws of the State of Texas, acting by and through its duly authorized City Manager and his designee,the City Engineer(the Director of Engineering Services), and the City's officers, employees, agents, or representatives, authorized to administer design and construction of the Project. 39. Owner's Authorized Representative or OAR-The individual or entity named as OAR in the Agreement and the consultants, subconsultants, individuals, or entities directly or indirectly employed or retained by them to provide construction management services to the Owner. The OAR may be an employee of the Owner. 40. Owner's Indemnitees- Each member of the OPT and their officers, directors, members, partners, employees, agents, consultants, and subcontractors. 41. Owner's Project Team or OPT-The Owner, Owner's Authorized Representative, Resident Project Representative, Designer, and the consultants, subconsultants, individuals, or entities directly or indirectly employed or retained by them to provide services to the Owner. 42. Partial Occupancy or Use- Use by Owner of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. General Conditions 007200-9 Corpus Christi Standards- Regular Projects 03-23-2015 43. Progress Schedule-A schedule prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. 44. Project-The total undertaking to be accomplished for Owner under the Contract Documents. 45. Resident Project Representative or RPR-The authorized representative of OPT assigned to assist OAR at the Site. As used herein,the term Resident Project Representative includes assistants and field staff of the OAR. 46. Samples- Physical examples of materials, equipment, or workmanship representing some portion of the Work that are used to establish the standards for that portion of the Work. 47. Schedule of Documents-A schedule of required documents, prepared, and maintained by Contractor. 48. Schedule of Values -A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for Contractor's Applications for Payment. 49. Selected Bidder-The Bidder to which Owner intends to award the Contract. 50. Shop Drawings-All drawings, diagrams, illustrations, schedules, and other data or information that are specifically prepared or assembled and submitted by Contractor to illustrate some portion of the Work. Shop Drawings, whether approved or not, are not Drawings and are not Contract Documents. 51. Site- Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed. The Site includes rights-of-way, easements, and other lands furnished by Owner which are designated for use by the Contractor. 52. Specifications-The part of the Contract that describes the requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable to the Work. 53. Subcontractor-An individual or entity having a direct contract with Contractor or with other Subcontractors or Suppliers for the performance of a part of the Work. 54. Substantial Completion -The point where the Work or a specified part of the Work is sufficiently complete to be used for its intended purpose in accordance with the Contract Documents. 55. Supplementary Conditions-The part of the Contract that amends or supplements the General Conditions. 56. Supplier-A manufacturer,fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with Subcontractors or other Suppliers to furnish materials or equipment to be incorporated in the Work. 57. Technical Data -Those items expressly identified as Technical Data in the Supplementary Conditions with respect to either: a. Subsurface conditions at the Site; General Conditions 007200- 10 Corpus Christi Standards- Regular Projects 03-23-2015 b. Physical conditions relating to existing surface or subsurface structures at the Site, except Underground Facilities; or C. Hazardous Environmental Conditions at the Site. 58. Underground Facilities-All underground pipelines, conduits, ducts, cables,wires, manholes,vaults,tanks,tunnels, other similar facilities or appurtenances, and encasements containing these facilities which are used to convey electricity, gases, steam, liquid petroleum products,telephone or other communications,fiber optic transmissions, cable television, water,wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 59. Unit Price Work-Work to be paid for on the basis of unit prices. 60. Work-The construction of the Project or its component parts as required by the Contract Documents. 61. Work Change Directive -A directive issued to Contractor on or after the Effective Date of the Contract ordering an addition, deletion, or revision in the Work. The Work Change Directive serves as a memorandum of understanding regarding the directive until a Change Order can be issued. 1.02 Terminology A. The words and terms discussed in this Paragraph 1.02 are not defined, but when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. It is understood that the cost for performing Work is included in the Contract Price and no additional compensation is to be paid by Owner unless specifically stated otherwise in the Contract Documents. Expressions including or similar to "at no additional cost to Owner," "at Contractor's expense," or similar words mean that the Contractor is to perform or provide specified operation of Work without an increase in the Contract Price. C. The terms "day" or"calendar day" mean a calendar day of 24 hours measured from midnight to the next midnight. D. The meaning and intent of certain terms or adjectives are described as follows: 1. The terms "as allowed," "as approved," "as ordered," "as directed," or similar terms in the Contract Documents indicate an exercise of professional judgment by the OPT. 2. Adjectives including or similar to "reasonable," "suitable," "acceptable," "proper," "satisfactory," or similar adjectives are used to describe a determination of OPT regarding the Work. 3. Any exercise of professional judgment by the OPT will be made solely to evaluate the Work for general compliance with the Contract Documents unless there is a specific statement in the Contract Documents indicating otherwise. 4. The use of these or similar terms or adjectives does not assign a duty or give OPT authority to supervise or direct the performance of the Work, or assign a duty or give authority to the OPT to undertake responsibilities contrary to the provisions of Articles 9 or 10 or other provisions of the Contract Documents. General Conditions 007200- 11 Corpus Christi Standards- Regular Projects 03-23-2015 E. The use of the words "furnish," "install," "perform," and "provide" have the following meanings when used in connection with services, materials, or equipment: 1. Furnish means to supply and deliver the specified services, materials, or equipment to the Site or other specified location ready for use or installation. 2. Install means to complete construction or assembly of the specified services, materials, or equipment so they are ready for their intended use. 3. Perform or provide means to furnish and install specified services, materials, or equipment, complete and ready for their intended use. 4. Perform or provide the specified services, materials, or equipment complete and ready for intended use if the Contract Documents require specific services, materials, or equipment, but do not expressly use the words "furnish," "install," "perform," or "provide." F. Contract Documents are written in modified brief style: 1. Requirements apply to all Work of the same kind, class, and type even though the word "all" is not stated. 2. Simple imperative sentence structure is used which places a verb as the first word in the sentence. It is understood that the words "furnish," "install," "perform," "provide," or similar words include the meaning of the phrase "The Contractor shall..." before these words. 3. Unless specifically stated that action is to be taken by the OPT or others, it is understood that the action described is a requirement of the Contractor. G. Words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with this recognized meaning unless stated otherwise in the Contract Documents. H. Written documents are required where reference is made to notices, reports, approvals, consents, documents, statements, instructions, opinions or other types of communications required by the Contract Documents. Approval and consent documents must be received by Contractor prior to the action or decision for which approval or consent is given. These may be made in printed or electronic format through the OPT's project management information system or other electronic media as required by the Contract Documents or approved by the OAR. I. Giving notice as required by the Contract Documents may be by printed or electronic media using a method that requires acknowledgment of the receipt of that notice. ARTICLE 2—PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. Provide required Bonds with the executed Agreement. B. Provide evidence of insurance required by the Contract Documents with the executed Agreement. General Conditions 007200- 12 Corpus Christi Standards- Regular Projects 03-23-2015 2.02 Copies of Documents A. OPT is to furnish one fully executed Agreement and one copy of the executed Contract Documents in electronic portable document format (PDF). This document is the Project Record Copy of the Contract Documents. 2.03 Before Starting Construction A. Provide the following preliminary documents in accordance with the Contract Documents within 10 days after the Effective Date of the Contract: 1. Progress Schedule; 2. Schedule of Documents; and 3. Schedule of Values and projected cash flow information. 2.04 Preconstruction Conference; Designation of Authorized Representatives A. Attend the preconstruction conference as required by the Contract Documents. B. Designate the specific individuals authorized to act as representatives of the Contractor. These individuals must have the authority to transmit and receive information, render decisions relative to the Contract, and otherwise act on behalf of the Contractor. C. Owner is to designate the specific individuals authorized to act as representatives of the Owner and the limits of their authority with regard to acting on behalf of the Owner. ARTICLE 3—CONTRACT DOCUMENTS: INTENT, REQUIREMENTS, REUSE 3.01 Intent A. Requirements of components of the Contract Documents are as binding as if required by all Contract Documents. It is the intent of the Contract Documents to describe a functionally complete Project. The Contract Documents do not indicate or describe all of the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the OPT. 1. The Contract requirements described in the General Conditions, Supplementary Conditions, and General Requirements (Division 01 Sections of the Specifications) apply to Work regardless of where it is described in the Contract Documents, unless specifically noted otherwise. 2. In offering a Bid for this Project and in entering into this Contract, Contractor represents: a. Contractor has studied the Contract Documents,the Work,the Site, local conditions, Laws and Regulations, and other conditions that may affect the Work; b. Contractor has studied the Technical Data and other information referred to in the Contract Documents and has or will make additional surveys and investigations as deemed necessary for the performance of the Work; C. Contractor has correlated these studies and observations with the requirements of the Contract Documents; and General Conditions 007200- 13 Corpus Christi Standards- Regular Projects 03-23-2015 d. Contractor has taken all of this information into consideration in developing the Contract Price offered and that the Contract Price offered provides full compensation for providing the Work in accordance with the Contract Documents. 3. Organization of the Contract Documents is not intended to control or lessen the responsibility of the Contractor when dividing Work among Subcontractors or Suppliers, or to establish the extent of Work to be performed by trades, Subcontractors, or Suppliers. Specifications or details do not need to be indicated or specified in each Specification or Drawing. Items shown in the Contract Documents are applicable regardless of their location in the Contract Documents. 4. Standard paragraph titles and other identifications of subject matter in the Specifications are intended to aid in locating and recognizing various requirements of the Specifications. Titles do not define, limit, or otherwise restrict Specification text. 5. Provide the labor, documentation, services, materials, or equipment that may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result, whether specifically called for in the Contract Documents or not. Include these related costs in the offered Contract Price. B. Provide equipment that is functionally complete as described in the Contract Documents. The Drawings and Specifications do not indicate or describe all of the Work required to complete the installation of products purchased by the Owner or Contractor. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the Designer through the OAR. C. Comply with the most stringent requirements where compliance with two or more standards is specified and they establish different or conflicting requirements for the Work, unless the Contract Documents indicate otherwise. D. Provide materials and equipment comparable in quality to similar materials and equipment incorporated in the Project or as required to meet the minimum requirements of the application if the materials and equipment are shown in the Drawings but are not included in the Specifications. E. The Project Record Copy of the Contract Documents governs if there is a discrepancy between the Project Record Copy of the Contract Documents and subsequent electronic or digital versions of the Contract Documents, including printed copies derived from these electronic or digital versions. F. The Contract supersedes all prior written or oral negotiations, representations, and agreements. The Contract Documents comprise the entire Agreement between Owner and Contractor. The Contract Documents may be modified only by a Modification. G. Request clarification from OAR for a decision before proceeding if Contractor is not clear on the meaning of the Contract Documents. OAR is to issue clarifications and interpretations of the Contract Documents in accordance with the Contract Documents. General Conditions 007200- 14 Corpus Christi Standards- Regular Projects 03-23-2015 3.02 Reference Standards A. Standard Specifications, Codes, Laws and Regulations: 1. Reference in the Contract Documents to standard specifications, manuals, reference standards, or codes of technical societies, organizations, or associations, or to Laws or Regulations,whether specific or implied, are those in effect at the time Contractor's Bid is submitted or when Contractor negotiates the Contract Price unless specifically stated otherwise in the Contract Documents. 2. No provision of referenced standard specifications, manuals, reference standards, codes, or instructions of a Supplier changes the duties or responsibilities of OPT or Contractor from those described in the Contract Documents or assigns a duty to or gives authority to the OPT to supervise or direct the performance of the Work or undertake responsibilities inconsistent with the Contract Documents. 3. The provisions of the Contract Documents take precedence over standard specifications, manuals, reference standards, codes, or instructions of a Supplier unless specifically stated otherwise in the Contract Documents. B. Comply with applicable construction industry standards, whether referenced or not. 1. Standards referenced in the Contract Documents govern over standards not referenced but recognized as applicable in the construction industry. 2. Comply with the requirements of the Contract Documents if they produce a higher quality of Work than the applicable construction industry standards. 3. Designer determines whether a code or standard is applicable, which of several are applicable, or if the Contract Documents produce a higher quality of Work. C. Make copies of reference standards available if requested by OAR. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Carefully study the Drawings and verify pertinent figures and dimensions with respect to actual field measurements before undertaking the Work. Immediately report conflicts, errors, ambiguities, or discrepancies that Contractor discovers or has actual knowledge of to the OAR. Do not proceed with affected Work until the conflict, error, ambiguity, or discrepancy is resolved by a clarification or interpretation from the OAR or by a Modification to the Contract Documents issued pursuant to Paragraph 11.01. 2. Immediately notify the OAR of conflicts, errors, ambiguities, or discrepancies in the Contract Documents or discrepancies between the Contract Documents and: a. Applicable Laws or Regulations; b. Actual field conditions; C. Standard specifications, manuals, reference standards, or codes; or d. Instructions of Suppliers. 3. Do not proceed with affected Work until the conflict, error, ambiguity, or discrepancy is resolved by a clarification or interpretation from the OAR or by a Modification to the General Conditions 007200- 15 Corpus Christi Standards- Regular Projects 03-23-2015 Contract Documents issued pursuant to Paragraph 11.01, except in an emergency as required by Paragraph 7.12. 4. Contractor is liable to the OPT for failure to report conflicts, errors, ambiguities, or discrepancies in the Contract Documents of which Contractor has actual knowledge. 5. Contractor is deemed to have included the most expensive item, system, procedure, etc. in the Contract Price if a conflict, error, ambiguity, or discrepancy in components of the Contract Documents was known, but not reported prior to submitting the Bid or when Contractor negotiates the Contract Price. 3.04 Interpretation of the Contract Documents A. Submit questions concerning the non-technical or contractual/administrative requirements of the Contract Documents to the OAR immediately after those questions arise. OAR is to provide an interpretation of the Contract Documents regarding these questions and will coordinate the response of the OPT to Contractor. B. Submit questions regarding the design of the Project described in the Contract Documents to the OAR immediately after those questions arise. OAR is to request an interpretation of the Contract Documents from the Designer. Designer is to respond to these questions by providing an interpretation of the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. OPT may initiate a Modification to the Contract Documents through the OAR if a response to the question indicates that a change in the Contract Documents is required. Contractor may appeal Designer's or OAR's interpretation by submitting a Change Proposal. 3.05 Reuse of Documents A. Contractor's Team has no rights to the Contract Documents and may not use the Contract Documents, or copies or electronic media editions of the Contract Documents, other than for the construction of this Project. This provision survives final payment or termination of the Contract. B. Contractor is allowed to retain a copy of the Contract Documents for record purposes, unless specifically prohibited by the Owner for security reasons. Surrender paper and digital copies of the Contract Documents and other related documents and remove these documents from computer equipment or storage devices as a condition of final payment if the Owner so directs. ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK 4.01 Commencement of Contract Times; Notice to Proceed A. The Contract Times commence to run on the date indicated in the Notice to Proceed. 4.02 Starting the Work A. Begin performing the Work on the date indicated in the Notice to Proceed. Do not begin Work prior to having the insurance required in Article 6 in force or before the date indicated in the Notice to Proceed. General Conditions 007200- 16 Corpus Christi Standards- Regular Projects 03-23-2015 4.03 Progress Schedule A. Construct the Work in accordance with the Progress Schedule established in accordance with the Contract Documents. 1. Adjust the Progress Schedule as required to accurately reflect actual progress on the Work. 2. Submit proposed adjustments in the Progress Schedule that change the Contract Times in accordance with the requirements of Article 11. B. Continue performing Work and adhere to the Progress Schedule during disputes or disagreements with Owner. Do not delay or postpone Work pending resolution of disputes or disagreements, or during an appeal process, except as permitted by Paragraph 16.04, or as Owner and Contractor may otherwise agree. 4.04 Delays in Contractor's Progress A. Contractor is entitled to an equitable adjustment in the Contract Times if OPT directly delays, disrupts, or interferes with the performance or progress of the Work. The Contractor agrees to make no Claim for damages for delay in the performance of the Contract occasioned by an act or omission to act of the OPT and agrees that the extension of time provides an equitable adjustment. B. Contractor is not entitled to an adjustment in Contract Price or Contract Times for delays, disruptions, or interference caused by or within the control of Contractor's Team. C. No time extensions are allowed for weather conditions, other than those listed in Paragraph 4.04.D.1,for Projects using calendar days or a fixed date to establish the Contract Time. Contractor is to include the cost associated with weather related delays in the Contract Price and assumes the risks associated with delays related to weather conditions. D. Contractor is entitled to an equitable adjustment in the Contract Times if Contractor's performance or progress is delayed, disrupted, or interfered with by unanticipated causes not the fault of and beyond the control of OPT or Contractor. These unanticipated causes may include: 1. Severe and unavoidable natural catastrophes e.g.fires,floods, hurricanes, epidemics, and earthquakes; 2. Acts or failures to act of utility owners other than those performing other work at or adjacent to the Site by arrangement with the Owner, as contemplated in Article 8; and 3. Acts of war or terrorism. 4. Rain days in excess of the number of days allocated for rain as described in the Supplementary Conditions. E. Delays, disruption, and interference to the performance or progress of the Work resulting from the following are governed by Article 5: 1. The existence of a differing subsurface or physical condition; 2. An Underground Facility not shown or not indicated with reasonable accuracy by the Contract Documents; and General Conditions 007200- 17 Corpus Christi Standards- Regular Projects 03-23-2015 3. Hazardous Environmental Conditions. These adjustments in Contract Times are the Contractor's sole and exclusive remedy for the delays, disruption, and interference described in this paragraph. F. Article 8 governs delays, disruption, and interference to the performance or progress of the Work resulting from the performance of certain other work at or adjacent to the Site. G. Notify the OAR immediately of a potential delaying, disrupting, or interfering event. Submit a Change Proposal seeking an adjustment in Contract Price or Contract Times within 30 days of the commencement of the delaying, disrupting, or interfering event. H. Contractor is only entitled to an adjustment of the Contract Times for specific delays, disruptions, and interference to the performance or progress of the Work that can be demonstrated to directly impact the ability of the Contractor to complete the Work within the Contract Times. No adjustments in Contract Times are allowed for delays on components of the Work which were or could have been completed without impacting the Contract Times. I. Contractor is not entitled to an adjustment in Contract Price or Contract Times for delay, disruption, or interference caused by or within the control of the Owner if this delay is concurrent with a delay, disruption, or interference attributable to or within the control of the Contractor's Team. ARTICLE 5 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS 5.01 Availability of Lands A. Owner is to furnish the Site and inform the Contractor of encumbrances or restrictions known to Owner related to use of the Site with which Contractor must comply in performing the Work. B. Provide for additional lands and access Contractor requires for temporary construction facilities or storage of materials and equipment, other than those identified in the Contract Documents. Provide documentation of authority to use these additional lands to OAR before using them. 5.02 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Confine construction equipment, temporary construction facilities, the storage of materials and equipment, and the operations of workers to the Site, adjacent areas that Owner or Contractor has arranged to use through construction easements or agreements, and other adjacent areas as permitted by Laws and Regulations. Assume full responsibility for damage or injuries which result from the performance of the Work or from other actions or conduct of the Contractor's Team, including: a. Damage to the Site; b. Damage to adjacent areas used for Contractor's Team's operations; c. Damage to other adjacent land or areas; and General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 18 03-23-2015 d. Injuries and losses sustained by the owners or occupants of these lands or areas. 2. Take the following action if a damage or injury claim is made by the owner or occupant of adjacent land or area because of the performance of the Work, or because of other actions or conduct of the Contractor's Team: a. Take immediate corrective or remedial action as required by Paragraph 7.09; and b. Attempt to settle the claim through negotiations with the owner or occupant, or otherwise resolve the claim by mediation or other dispute resolution proceeding or at law. 5.03 Subsurface and Physical Conditions A. The Supplementary Conditions identify: 1. Those reports known to OPT of explorations and tests of subsurface conditions at or adjacent to the Site; 2. Those drawings known to OPT of physical conditions related to existing surface or subsurface structures at the Site, except Underground Facilities; and 3. Technical Data contained in these reports and drawings. B. Data contained in boring logs, recorded measurements of subsurface water levels, and the results of tests performed on materials described in geotechnical data reports specifically prepared for the Project and made available to Contractor are defined as Technical Data, unless Technical Data has been defined more specifically in the Supplementary Conditions. C. Contractor may rely upon the accuracy of the Technical Data contained in these reports and drawings, but these reports and drawings are not Contract Documents. Except for this reliance on Technical Data, Contractor may not rely upon or make claims against Owner's Indemnitees with respect to: 1. The completeness of reports and drawings for Contractor's purposes, including aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, or Contractor's safety precautions and programs; 2. Other data, interpretations, opinions, and information contained in these reports or shown or indicated in the drawings; or 3. Contractor's interpretation of or conclusions drawn from Technical Data or other data, interpretations, opinions, or information. 5.04 Differing Subsurface or Physical Conditions A. Notify OAR immediately, but in no event later than 3 days, after becoming aware of a subsurface or physical condition that is uncovered or revealed at the Site, and before further disturbing the subsurface or physical conditions or performing any related Work that: 1. Establishes that the Technical Data on which Contractor is entitled to rely as provided in Paragraph 5.03 is materially inaccurate; 2. Requires a change in the Drawings or Specifications; 3. Differs materially from that shown or indicated in the Contract Documents; or General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 19 03-23-2015 4. Is of an unusual nature and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents. Do not further disturb or perform Work related to this subsurface or physical condition, except in an emergency as required by Paragraph 7.12, until permission to do so is issued by OAR. B. OAR is to notify the OPT after receiving notice of a differing subsurface or physical condition from the Contractor. Designer is to: 1. Promptly review the subsurface or physical condition; 2. Determine the necessity of OPT's obtaining additional exploration or tests with respect the subsurface or physical condition; 3. Determine if the subsurface or physical condition falls within one or more of the differing Site condition categories in Paragraph 5.04.A; 4. Prepare recommendations to OPT regarding the Contractor's resumption of Work in connection with the subsurface or physical condition in question; 5. Determine the need for changes in the Drawings or Specifications; and 6. Advise OPT of Designer's findings, conclusions, and recommendations. C. OAR is to issue a statement to Contractor regarding the subsurface or physical condition in question and recommend action as appropriate after review of Designer's findings, conclusions, and recommendations. D. Possible Contract Price and Contract Times Adjustments: 1. Contractor is entitled to an equitable adjustment in Contract Price or Contract Times to the extent that a differing subsurface or physical condition causes a change in Contractor's cost or time to perform the Work provided the condition falls within one or more of the categories described in Paragraph 5.04.A. Any adjustment in Contract Price for Work that is paid for on a unit price basis is subject to the provisions of Paragraph 13.03. 2. Contractor is not entitled to an adjustment in the Contract Price or Contract Times with respect to a subsurface or physical condition if: a. Contractor knew of the existence of the subsurface or physical condition at the time Contractor made an offer to Owner with respect to Contract Price and Contract Times; b. The existence of the subsurface or physical condition could have been discovered or revealed as a result of examinations, investigations, explorations, tests, or studies of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents prior to when Contractor's Bid is submitted or when Contractor negotiates the Contract Price; or c. Contractor failed to give notice as required by Paragraph 5.04.A. 3. Contractor may submit a Change Proposal no later than 30 days after OAR's issuance of the OPT's statement to Contractor regarding the subsurface or physical condition in question. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 20 03-23-2015 4. A Change Order is to be issued by the OAR if Owner and Contractor agree that Contractor is entitled to an adjustment in the Contract Price or Contract Times and agree to the amount or extent of adjustments in the Contract Price or Contract Times. 5.05 Underground Facilities A. The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or adjacent to the Site is based on information and data furnished to OPT by the owners of these Underground Facilities or by others. OPT is not responsible for the accuracy or completeness of information or data provided by others that OPT makes available to Contractor. The Contractor is responsible for: 1. Reviewing and checking available information and data regarding existing Underground Facilities at the Site; 2. Complying with Laws and Regulations related to locating Underground Facilities before beginning Work; 3. Locating Underground Facilities shown or indicated in the Contract Documents; 4. Coordinating the Work with the owners, including Owner, of Underground Facilities during construction; and 5. The safety and protection of existing Underground Facilities at or adjacent to the Site and repairing damage resulting from the Work. B. Notify the OAR and the owner of the Underground Facility immediately if an Underground Facility is uncovered or revealed at the Site that was not shown in the Contract Documents, or was not shown with reasonable accuracy in the Contract Documents. Do not further disturb conditions or perform Work affected by this discovery, except in the event of an emergency as required by Paragraph 7.12. C. The Designer is to take the following action after receiving notice from the OAR: 1. Promptly review the Underground Facility and conclude whether the Underground Facility was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy; 2. Prepare recommendations to OPT regarding the Contractor's resumption of Work in connection with this Underground Facility; 3. Determine the extent to which a change is required in the Drawings or Specifications to document the consequences of the existence or location of the Underground Facility; and 4. Advise OAR of Designer's findings, conclusions, and recommendations and provide revised Drawings and Specifications if required. D. OAR is to issue a statement to Contractor regarding the Underground Facility in question and recommend action as appropriate after review of Designer's findings, conclusions, and recommendations. E. Contractor is entitled to an equitable adjustment in the Contract Price or Contract Times as provided in Paragraphs 11.04 and 11.05 to the extent that the existing Underground Facility at the Site that was not shown or indicated in the Contract Documents, or was not shown General Conditions Corpus Christi Standards - Regular Projects 00 72 00-21 03-23-2015 or indicated with reasonable accuracy. Any adjustment in Contract Price for Work that is paid for on a unit price basis is subject to the provisions of Paragraph 13.03. F. Contractor is not entitled an adjustment in the Contract Price or Contract Times with respect to an existing Underground Facility at the Site if: 1. Contractor knew of the existence of the existing Underground Facility at the Site at the time Contractor made an offer to Owner with respect to Contract Price and Contract Times; 2. The existence of the existing Underground Facility at the Site could have been discovered or revealed as a result of examinations, investigations, explorations, tests, or studies of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents prior to when Contractor's Bid is submitted or when Contractor negotiates the Contract Price; or 3. Contractor failed to give notice as required by Paragraph 5.05.B. G. Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of adjustments in the Contract Price or Contract Times no later than 30 days after OAR's issuance of OPT's statement to Contractor regarding the Underground Facility. 5.06 Hazardous Environmental Conditions at Site A. The Supplementary Conditions identify: 1. Those reports and drawings known to OPT relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site; and 2. Technical Data contained in these reports and drawings. B. Contractor may rely upon the accuracy of the Technical Data contained in reports and drawings relating to Hazardous Environmental Conditions identified in the Supplementary Conditions, but these reports and drawings are not Contract Documents. Except for the reliance on expressly identified Technical Data, Contractor may not rely upon or make claims against Owner's Indemnitees with respect to: 1. The completeness of these reports and drawings for Contractor's purposes, including aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor or Contractor's safety precautions and programs related to Hazardous Environmental Conditions; 2. Other data, interpretations, opinions, and information contained in these reports or shown or indicated in the drawings; or 3. Any Contractor interpretation of or conclusion drawn from Technical Data or other data, interpretations, opinions, or information. C. The results of tests performed on materials described in environmental reports specifically prepared for the Project and made available to Contractor are defined as Technical Data unless Technical Data has been defined more specifically in the Supplementary Conditions. D. Contractor is not responsible for removing or remediating Hazardous Environmental Conditions encountered, uncovered, or revealed at the Site unless this removal or General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 22 03-23-2015 remediation is expressly identified in the Contract Documents to be within the scope of the Work. E. Contractor is responsible for controlling, containing, and duly removing and remediating Constituents of Concern brought to the Site by Contractor's Team and paying associated costs. 1. Owner may remove and remediate the Hazardous Environmental Condition and impose a set-off against payments to Contractor for associated costs if Contractor's Team creates a Hazardous Environmental Condition and Contractor does not take acceptable action to remove and remediate the Hazardous Environmental Condition. 2. Contractor's obligation to indemnify Owner's Indemnitees for claims arising out of or related to Hazardous Environmental Conditions are as set forth in Paragraph 7.14. F. Immediately notify the OAR and take the following action if Contractor uncovers or reveals a Hazardous Environmental Condition at the Site or adjacent areas used by the Contractor's Team that was not created by the Contractor's Team: 1. Secure or otherwise isolate this condition; 2. Stop Work in affected areas or connected with the condition, except in an emergency as required by Paragraph 7.12; and 3. Do not resume Work in connection with the Hazardous Environmental Condition or in affected areas until after OPT has obtained required permits and OAR sends notice to the Contractor: a. Specifying that this condition and affected areas are or have been rendered safe for the resumption of Work; or b. Specifying special conditions under which Work may be resumed safely. 4. Owner may order the portion of the Work that is in the area affected by the Hazardous Environmental Condition to be deleted from the Work following the procedures in Article 11 if Contractor does not agree to: a. Resume the Work based on a reasonable belief it is unsafe; or b. Resume the Work under the special conditions provided by the OAR. 5. Owner may have this deleted portion of the Work performed by Owner's own forces or others in accordance with Article 8. G. Contractor may submit a Change Proposal or Owner may impose a set-off if an agreement is not reached within 10 days of OAR's notice regarding the resumption of Work as to whether Contractor is entitled to an adjustment in Contract Price or Contract Times or on the amount or extent of adjustments resulting from this Work stoppage or special conditions under which Contractor agrees to resume Work. H. The provisions of Paragraphs 5.03, 5.04, and 5.05 do not apply to the presence of Constituents of Concern or a Hazardous Environmental Condition uncovered or revealed at the Site. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 23 03-23-2015 ARTICLE 6 — BONDS AND INSURANCE 6.01 Performance, Payment, and Other Bonds A. Furnish Performance and Payment Bonds, each in an amount equal to the Contract Price, as security for the faithful performance and payment of Contractor's obligations under the Contract Documents. These Bonds are to remain in effect until 1 year after the date of final payment. Furnish other Bonds as required by the Contract Documents. B. Bonds furnished by the Contractor must meet the requirements of Texas Insurance Code Chapter 3503, Texas Government Code Chapter 2253, and all other applicable Laws and Regulations. C. Notify OAR immediately if the surety on Bonds furnished by Contractor: 1. Is declared bankrupt, or becomes insolvent; 2. Has its right to do business in Texas terminated; or 3. Ceases to meet the requirements of Paragraph 6.02. Provide a Bond and surety which comply with the requirements of Paragraph 6.02 within 20 days after the event giving rise to this notification. D. Contractor is to use amounts paid by Owner to Contractor under the Contract for the performance of the Contract and to satisfy claims against the Payment Bond. E. Notify the OAR of claims filed against the Payment Bond. Notify the claimant and OAR of undisputed amounts and the basis for challenging disputed amounts when a claimant has satisfied the conditions prescribed by Texas Government Code Chapter 2253. Promptly pay undisputed amount. F. Owner is not liable for payment of costs or expenses of claimants under the Payment Bond. Owner has no obligations to pay, give notice, or take other action to claimants under the Payment Bond. G. Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 16 if Contractor fails to obtain or maintain required Bonds. H. OPT will provide a copy of the Payment Bond to Subcontractors, Suppliers, or other persons or entities claiming to have furnished labor or materials used in the performance of the Work that request this information in accordance with Texas Government Code Chapter 2253. 6.02 Licensed Sureties A. Provide Bonds in the form prescribed by the Contract Documents from sureties named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. B. Provide Bonds required by the Contract Documents from surety companies that are duly licensed or authorized to provide bonds in the State of Texas. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 24 03-23-2015 6.03 Insurance A. Obtain and maintain insurance as required in this Article and in SECTION 00 72 01 INSURANCE REQUIREMENTS. B. Deliver evidence of insurance in accordance with SECTION 00 72 01 INSURANCE REQUIREMENTS to the Owner to demonstrate that Contractor has obtained and is maintaining the policies, coverages, and endorsements required by the Contract. Provide copies of these certificates to each named insured and additional insured as identified in the Supplementary Conditions or otherwise. ARTICLE 7 — CONTRACTOR'S RESPONSIBILITIES 7.01 Supervision and Superintendence A. Supervise, inspect, and direct the performance of the Work in accordance with the Contract Documents. Contractor is solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. Provide a competent resident superintendent acceptable to the OPT. The resident superintendent or acceptable qualified assistant is to be present at all times when Work is being done. Do not replace this resident superintendent except under extraordinary circumstances. Provide a replacement resident superintendent equally competent to the previous resident superintendent if replacement is required. Notify the Owner prior to replacing the resident superintendent and obtain Owner's consent to the change in superintendent. 7.02 Labor; Working Hours A. Provide competent, suitably qualified personnel to survey and lay out the Work and perform Work to complete the Project. Maintain good discipline and order at the Site. B. Perform Work at the Site during regular working hours except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent to the Site and except as otherwise stated in the Contract Documents. C. Do not perform Work on a Saturday, Sunday, or legal holiday without OAR's consent. The following legal holidays are observed by the Owner: Holiday Date Observed New Year's Day January 1 Memorial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November Friday after Thanksgiving Friday after Thanksgiving Christmas Day December 25 General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 25 03-23-2015 D. If a legal holiday falls on a Saturday, it will be observed the preceding Friday. If a legal holiday falls on a Sunday, it will be observed the following Monday. E. Pay additional cost incurred by Owner for services of the OAR or RPR to observe Work constructed outside of regular working hours. OAR will issue a Set-off in the Application for Payment for this cost per Paragraph 15.01.6 7.03 Services, Materials, and Equipment A. Provide services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work, whether or not these items are specifically called for in the Contract Documents. B. Provide new materials and equipment to be incorporated into the Work. Provide special warranties and guarantees required by the Contract Document. Provide satisfactory evidence, including reports of required tests, as to the source, kind, and quality of materials and equipment as required by the Contract Documents or as requested by the OAR. C. Store, apply, install, connect, erect, protect, use, clean, and condition materials and equipment in accordance with instructions of the applicable Supplier, unless otherwise required by the Contract Documents. 7.04 Concerning Subcontractors, Suppliers, and Others A. Contractor may retain Subcontractors and Suppliers for the performance of parts of the Work. All Subcontractors and Suppliers must be acceptable to Owner. B. Contractor must retain specific Subcontractors, Suppliers, or other individuals or entities for the performance of designated parts of the Work if required to do so by the Contract Documents. C. Submit a list of proposed Subcontractors and Suppliers to OAR prior to entering into binding subcontracts or purchase orders. These proposed Subcontractors or Suppliers are deemed acceptable to Owner unless Owner raises a substantive, reasonable objection within 30 days after receiving this list. D. Contractor is not required to retain Subcontractors, Suppliers, or other individuals or entities to furnish or perform part of the Work after the Effective Date of the Contract if Contractor has reasonable objection. E. Owner may require the replacement of Subcontractors, Suppliers, or other individuals or entities retained by the Contractor. Provide an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity. Owner also may require Contractor to retain specific replacements, subject to Contractor's reasonable objections. F. Contractor may be entitled to an adjustment in Contract Price or Contract Times with respect to a replacement of Subcontractors, Suppliers, or other entities required by Owner. The Contractor is not entitled to an adjustment in Contract Price or Contract Time with respect to replacement of any individual deemed unsuitable by the OPT. Notify OAR immediately if a replacement of Subcontractors, Suppliers, or other entity increases the Contract Price or Contract Times. Initiate a Change Proposal for the adjustment within 10 General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 26 03-23-2015 days of Owner's notice to replace a Subcontractor, Supplier, or other entity retained by Contractor to perform part of the Work. Do not make the replacement until the change in Contract Price or Contract Times has been accepted by the Owner if Change Proposal is to be submitted. G. Owner's initial acceptance of Subcontractors, Suppliers, or other individuals or entities, or their replacements, does not constitute a waiver of the obligation of the Contractor to complete the Work in accordance with the Contract Documents. H. Maintain a current and complete list of Subcontractors and Suppliers that are to perform or furnish part of the Work. I. Contractor is fully responsible for the acts and omissions of Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work. J. Contractor is solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work. K. Require Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work to communicate with OPT through Contractor. L. Contracts between the Contractor and their Subcontractors or Suppliers may specifically bind the Subcontractors or Suppliers to the applicable terms and conditions of the Contract Documents. Contractor is responsible for meeting the requirements of the Contract Documents if they choose to not bind the Subcontractors or Suppliers to applicable terms or conditions of the Contract Documents. 1. All Subcontractors employed on this Project must be required to obtain Workers' Compensation Insurance. 2. Proof of this insurance will be required prior to the start of any Work. M. OPT may furnish information about amounts paid to Contractor for Work provided by Subcontractors or Suppliers to the entity providing the Work. N. Nothing in the Contract Documents: 1. Creates a contractual relationship between members of the OPT and members of the Contractor's Team. 2. Creates an obligation on the part of the Owner to pay or to see to the payment of money due members of the Contractor's Team, except as may be required by Laws and Regulations. 7.05 Patent Fees and Royalties A. Pay license fees, royalties, and costs incident to the use of inventions, designs, processes, products, or devices which are patented or copyrighted by others in the performance of the Work, or to incorporate these inventions, designs, processes, products, or devices which are patented or copyrighted by others in the Work. The Contract Documents identify inventions, designs, processes, products, or devices OPT knows are patented or copyrighted by others or that its use is subject to patent rights or copyrights calling for the payment of a license fee or royalty to others. Contractor is to include the cost associated with the use of patented or copyrighted products or processes, whether specified or selected by the Contractor, in the Contract Price. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 27 03-23-2015 B. Contractor's obligation to indemnify Owner's Indemnitees for claims arising out of or related to infringement of patent rights and copyrights are as set forth in Paragraph 7.14. 7.06 Permits A. Obtain and pay for construction permits and licenses. OPT is to assist Contractor in obtaining permits and licenses when required to do so by applicable Laws and Regulations. Pay governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time the Contractor's Bid is submitted or when Contractor negotiates the Contract Price. 7.07 Taxes A. Contractor is responsible for all taxes and duties arising out of the Work. The Owner generally qualifies as a tax exempt agency as defined by the statutes of the State of Texas and is usually not subject to any city or state sales or use taxes, however certain items such as rented equipment may be taxable even though Owner is a tax-exempt agency. Contractor is responsible for including in the Contract Price any applicable sales and use taxes and is responsible for complying with all applicable statutes and rulings of the State Comptroller. Pay sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations. B. The Owner is exempt from the Federal Transportation and Excise Tax. Contractor must comply with all federal regulations governing the exemptions. C. Products incorporated into the Work are exempt from state sales tax according to the provisions of Subchapter H, Chapter 151, of the Texas Tax Code. D. Contractor may not include any amounts for sales, use, or similar taxes for which the Owner is exempt in the Contract Price or any proposed Change Order or Application for Payment. E. Obtain tax exemption certificates or other documentation necessary to establish Owner's exemption from such taxes. 7.08 Laws and Regulations A. Give required notices and comply with Laws and Regulations applicable to the performance of the Work. OPT is not responsible for monitoring Contractor's compliance with Laws or Regulations except where expressly required by applicable Laws and Regulations. B. Pay costs resulting from actions taken by Contractor that are contrary to Laws or Regulations. Contractor is not responsible for determining that the design aspects of the Work described in the Contract Documents is in accordance with Laws and Regulations. This does not relieve Contractor of its obligations under Paragraph 3.03. C. Owner or Contractor may give notice to the other party of changes in Laws or Regulations that may affect the cost or time of performance of the Work, including: 1. Changes in Laws or Regulations affecting procurement of permits; and 2. Sales, use, value-added, consumption, and other similar taxes which come into effect after Contractor's Bid is submitted or when Contractor negotiates the Contract Price. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 28 03-23-2015 D. Contractor may submit a Change Proposal or Owner may initiate a Claim within 30 days of this notice if Owner and Contractor are unable to agree on entitlement to or on the amount or extent of adjustments in Contract Price or Contract Times resulting from these changes. 7.09 Safety and Protection A. Contractor is solely responsible for initiating, maintaining, and supervising safety precautions and programs in connection with the Work. This responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. B. Take necessary precautions for the safety of persons on the Site or who may be affected by the Work, and provide the necessary protection to prevent damage, injury, or loss to: 1. Work and materials and equipment to be incorporated in the Work, whether stored on or off Site; and 2. Other property at or adjacent to the Site, including trees, shrubs, lawns, walks, pavements, roadways, structures, other work in progress, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. C. Comply with applicable Laws and Regulations relating to the safety and protection of persons or property. Erect and maintain necessary safeguards for safety and protection. Notify Owner; the owners of adjacent property, Underground Facilities, and other utilities; and other contractors and utility owners performing work at or adjacent to the Site when prosecution of the Work may affect them. Cooperate with them in the protection, removal, relocation, and replacement of their property or work in progress. 1. Comply with requirements of Underground Facility Damage Prevention and Safety Act, Texas Utilities Code Chapter 251. 2. Comply with all applicable safety rules and regulations of the Federal Occupational Health and Safety Act of 1970 and subsequent amendments (OSHA). D. Remedy damage, injury, or loss to property referred to in Paragraph 7.09.6 caused by Contractor's Team. Pay remediation costs unless the damage or loss is: 1. Attributable to the fault of the Contract Documents; 2. Attributable to acts or omissions of OPT; or 3. Not attributable to the actions or failure to act of the Contractor's Team. E. Contractor's duties and responsibilities for safety and protection of persons or the Work or property at or adjacent to the Site continues until Work is completed and resumes whenever Contractor's Team returns to the Site to fulfill warranty or correction obligations or to conduct other tasks. F. Comply with the applicable requirements of the Owner's safety program if required to do so in the Supplementary Conditions. A copy of the Owner's safety program will be provided in the Bidding Documents. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 29 03-23-2015 7.10 Safety Representative A. Provide a qualified and experienced safety representative at the Site whose duties and responsibilities are the prevention of accidents and maintaining and supervising safety programs. 7.11 Hazard Communication Programs A. Coordinate the exchange of material safety data sheets or other hazard communication information required to be made available or exchanged between or among employers at the Site in accordance with Laws or Regulations. 7.12 Emergencies A. Act to prevent threatened damage, injury, or loss in emergencies affecting the safety or protection of persons or the Work or property at or adjacent to the Site. Notify OAR immediately if Contractor believes that significant changes in the Work or variations from the Contract Documents have been caused or are required as a result of this need to act. A Modification is to be issued by OAR if OPT determines that the incident giving rise to the emergency action was not the responsibility of the Contractor and that a change in the Contract Documents is required because of the action taken by Contractor in response to this emergency. 7.13 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that Work is in accordance with the Contract Documents and is not Defective. Owner is entitled to rely on Contractor's warranty and guarantee. Assume and bear responsibility for costs and time delays associated with variations from the requirements of the Contract Documents. B. This Contractor's warranty and guarantee excludes defects or damage caused by improper maintenance or operation, abuse, or modification by OPT; or normal wear and tear under normal usage. C. Contractor's obligation to perform and complete Work in accordance with the Contract Documents is absolute. None of the following constitute an acceptance of Defective Work or a release of Contractor's obligation to perform Work in accordance with the Contract Documents: 1. Observations by OPT; 2. Recommendation by OAR or payment by Owner of progress or final payments; 3. The issuance of a Certificate of Substantial Completion; 4. Use or occupancy of part of the Work by Owner; 5. Review and approval of a Shop Drawing or Sample; 6. Inspections, tests, or approvals by others; or 7. Correction of Defective Work by Owner. D. The Contract Documents may require the Contractor to accept the assignment of a contract between the Owner and a contractor or supplier. The specific warranties, guarantees, and General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 30 03-23-2015 correction obligations contained in an assigned contract govern with respect to Contractor's performance obligations to Owner for the Work described in an assigned contract. 7.14 Indemnification A. To THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS THE OWNER'S 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, VIOLATIONS OF LAWS OR REGULATIONS, OR BODILY INJURY, DEATH, OR DESTRUCTION OF TANGIBLE PROPERTY CAUSED BY THE ACTS OR OMISSIONS OF THE CONTRACTOR'S TEAM, 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 CONTRACTOR TO INDEMNIFY AN OWNER'S INDEMNITEE AGAINST A CLAIM, LOSS, DAMAGE OR EXPENSE CAUSED BY THE (i) NEGLIGENCE OR FAULT, (II) BREACH OR VIOLATION OF A STATUTE, ORDINANCE, GOVERNMENTAL REGULATION, STANDARD OR RULE, OR (III) THE BREACH OF CONTRACT BY AN OWNER'S INDEMNITEE. PROVIDED FURTHER HOWEVER, AND IN ADDITION TO THE ABOVE, CONTRACTOR INDEMNIFIES EACH OF OWNER'S INDEMNITEES AGAINST CLAIMS FOR THE BODILY INJURY OR DEATH OF AN EMPLOYEE OF THE CONTRACTOR'S TEAM OF ANY TIER EVEN IF CAUSED BY THE SOLE OR CONCURRENT NEGLIGENCE OF AN OWNER'S INDEMNITEE. B. TO THE FULLEST EXTENT PERMITTED BY LAW, CONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS THE OWNER'S 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 CONTRACTOR'S TEAM OR A HAZARDOUS ENVIRONMENTAL CONDITION CREATED BY CONTRACTOR'S TEAM, (II) CONTRACTOR'S TEAM'S ACTION OR INACTION RELATED TO DAMAGES, DELAYS, DISRUPTIONS, OR INTERFERENCE WITH THE WORK OF OWNER'S EMPLOYEES, OTHER CONTRACTORS, 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 CONTRACTOR TO INDEMNIFY THE OWNER'S INDEMNITEES FROM THE CONSEQUENCES OF THE OWNER'S AND OWNER'S INDEMNITEES OWN NEGLIGENCE. PROVIDED FURTHER HOWEVER, AND IN ADDITION TO THE ABOVE, CONTRACTOR INDEMNIFIES THE OWNER'S INDEMNITEES AGAINST CLAIMS FOR THE BODILY INJURY OR DEATH OF AN EMPLOYEE OF THE CONTRACTOR'S TEAM OF ANY TIER EVEN IF CAUSED BY THE SOLE OR CONCURRENT NEGLIGENCE OF OWNER'S INDEMNITEES. C. TO THE FULLEST EXTENT PERMITTED BY LAW, CONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS THE OWNER'S INDEMNITEES FROM AND AGAINST INDEMNIFIED COSTS RESULTING FROM INFRINGEMENT ON PATENT RIGHTS OR COPYRIGHTS BY CONTRACTOR'S TEAM TO THE FULLEST EXTENT PERMITTED BY LAW. D. The indemnification obligations under this paragraph are not limited by the amount or type of damages, compensation, or benefits payable by or for members of the Contractor's Team or other individuals or entities under workers' compensation acts, disability benefit acts, or other employee benefit acts in claims against Owner's Indemnitees by an employee or the survivor or personal representative of employee of Contractor's Team. General Conditions Corpus Christi Standards - Regular Projects 00 72 00-31 03-23-2015 E. The indemnification obligations of this Paragraph 7.14 do not extend to the liability of Designer arising out of the preparation of the Contract Documents or giving directions or instructions, or failing to give them, to the extent they are obligated to do so if that is the primary cause of the injury or damage. F. Notify the other party within 10 days if Owner or Contractor 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 Owner's Indemnitees from later asserting a different basis for indemnification or a different amount of indemnified loss than that indicated in the initial notice. Owner's Indemnitees do not waive any rights to indemnification except to the extent that Contractor is prejudiced, suffers loss, or incurs expense because of the delay if Owner does not provide this notice within the 10 -day period. G. Defense of Indemnification Claims: 1. Assume the defense of the claim with counsel chosen by the Contractor and pay related costs, unless Owner decides otherwise. Contractor's counsel must be acceptable to Owner. Control the defense and any negotiations to settle the claim. Advise Owner's Indemnitees as to its defense of the claim within 10 days after being notified of the indemnification request. Owner's Indemnitees may assume and control the defense If Contractor does not assume the defense. Pay all defense expenses of the Owner's Indemnitees as an indemnified loss. 2. Owner's Indemnitees may retain separate counsel to participate in, but not control, the defense and any settlement negotiations if Contractor defends the claim. Contractor may not settle the claim without the consent or agreement of Owner. Contractor may settle the claim with Owner's consent and agreement unless it: a. Would result in injunctive relief or other equitable remedies or otherwise require Owner's Indemnitees to comply with restrictions or limitations that adversely affect Owner's Indemnitees; b. Would require Owner's Indemnitees to pay amounts that Contractor does not fund in full; or c. Would not result in Owner and Owner's Indemnitees' full and complete release from all liability to the plaintiffs or claimants who are parties to or otherwise bound by the settlement. 7.15 Delegation of Professional Design Services A. Contractor is not required to provide professional design services unless these services are specifically required by the Contract Documents for a portion of the Work or unless these services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences, and procedures. Contractor is not required to provide professional services in violation of applicable Laws and Regulations. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 32 03-23-2015 B. The Contract Documents specify performance and design criteria related to systems, materials, or equipment if professional design services or certifications by a design professional related to systems, materials, or equipment are specifically required of Contractor. These services or certifications must be provided by the licensed Texas Professional Engineer or Registered Architect who prepares, signs, and seals drawings, calculations, specifications, certifications, Shop Drawings, and other documents. C. OPT is entitled to rely upon the adequacy, accuracy, and completeness of the services, certifications, or approvals performed by Contractor's design professionals, provided OPT has specified to Contractor the performance and design criteria that these services must satisfy. D. Pursuant to this Paragraph 7.15, Designer's review and approval of design calculations and design drawings is only for the limited purpose of checking for conformance with the performance and design criteria given and the design concepts expressed in the Contract Documents. Designer's review and approval of Shop Drawings and other documents is only for the purpose stated in the Contract Documents. E. Contractor is not responsible for the adequacy of the performance or design criteria specified by OPT. Advise OPT if the performance or design criteria are known or considered likely to be inadequate or otherwise deficient. ARTICLE 8 — OTHER WORK AT THE SITE 8.01 Other Work A. Owner may arrange for other work at or adjacent to the Site which is not part of the Contractor's Work. This other work may be performed by Owner's employees or through other contractors. Utility owners may perform work on their utilities and facilities at or adjacent to the Site. Include costs associated with coordinating with entities performing other work or associated with connecting to this other work in the Contract Price if this other work is shown in the Contract Documents. B. OPT is to notify Contractor of other work prior to starting the work and provide any knowledge they have regarding the start of utility work at or adjacent to the Site to Contractor. C. Provide other contractors: 1. Proper and safe access to the Site; 2. Reasonable opportunity for the introduction and storage of materials and equipment; and 3. Reasonable opportunity to execute their work. D. Provide cutting, fitting, and patching of the Work required to properly connect or integrate with other work. Do not endanger the work of others by cutting, excavating, or otherwise altering the work of others without the consent of OAR and the others whose work will be affected. E. Inspect the work of others and immediately notify OAR if the proper execution of part of Contractor's Work depends upon work performed by others and this work has not been performed or is unsuitable for the proper execution of Contractor's Work. Contractor's General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 33 03-23-2015 failure to notify the OAR constitutes an acceptance of this other work as acceptable for integration with Contractor's Work. This acceptance does not apply to latent defects or deficiencies in the work of others. F. Take adequate measures to prevent damages, delays, disruptions, or interference with the work of Owner, other contractors, or utility owners performing other work at or adjacent to the Site. 8.02 Coordination A. Owner has sole authority and responsibility for coordination of this other work unless otherwise provided in the Contract Documents. The Owner is to identify the entity with authority and responsibility for coordination of the activities of the various contractors, the limitations of their authority, and the work to be coordinated prior to the start of other work at or adjacent to the Site. 8.03 Legal Relationships A. Contractor may be entitled to a change in Contract Price or Contract Times if, while performing other work at or adjacent to the Site for Owner, the OPT, other contractor, or utility owner: 1. Damages the Work or property of Contractor's Team; 2. Delays, disrupts, or interferes with the execution of the Work; or 3. Increases the scope or cost of performing the Work through their actions or inaction. B. Notify the OAR immediately of the event leading to a potential Change Proposal so corrective action can be taken. Submit the Change Proposal within 30 days of the event if corrective action has not adequately mitigated the impact of the actions or inactions of others. Information regarding this other work in the Contract Documents is used to determine if the Contractor is entitled to a change in Contract Price or Contract Times. Changes in Contract Price require that Contractor assign rights against the other contractor or utility owner to Owner with respect to the damage, delay, disruption, or interference that is the subject of the adjustment. Changes in Contract Times require that the time extension is essential to Contractor's ability to complete the Work within the Contract Times. C. Take prompt corrective action if Contractor's Team damages, delays, disrupts, or interferes with the work of Owner's employees, other contractors, or utility owners performing other work at or adjacent to the Site or agree to compensate other contractors or utility owners for correcting the damage. Promptly attempt to settle claims with other contractors or utility owners if Contractor damages, delays, disrupts, or interferes with the work of other contractors or utility owners performing other work at or adjacent to the Site. D. Owner may impose a set-off against payments due to Contractor and assign the Owner's contractual rights against Contractor with respect to the breach of the obligations described in this Paragraph 8.03 to other contractors or utility owners if damages, delays, disruptions, or interference occur. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 34 03-23-2015 E. Contractor's obligation to indemnify Owner's Indemnitees for claims arising out of or related damages, delays, disruptions, and interference with other work at the Site are as set forth in Paragraph 7.14. ARTICLE 9 — OWNER'S AND OPT'S RESPONSIBILITIES 9.01 Communications to Contractor A. OPT issues communications to Contractor through OAR except as otherwise provided in the Contract Documents. 9.02 Replacement of Owner's Project Team Members A. Owner may replace members of the OPT at its discretion. 9.03 Furnish Data A. OPT is to furnish the data required of OPT under the Contract Documents. 9.04 Pay When Due A. Owner is to make payments to Contractor when due as described in Paragraphs 15.01.D and 15.06.D. 9.05 Lands and Easements; Reports and Tests A. Owner's duties with respect to providing lands and easements are described in Paragraph 5.01. OPT will make copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site available to Contractor in accordance with Paragraph 5.03. 9.06 Insurance A. Owner's responsibilities with respect to purchasing and maintaining insurance are described in Article 6. 9.07 Modifications A. Owner's responsibilities with respect to Modifications are described in Article 11. 9.08 Inspections, Tests, and Approvals A. OPT's responsibility with respect to certain inspections, tests, and approvals are described in Paragraph 14.02. 9.09 Limitations on OPT's Responsibilities A. The OPT does not supervise, direct, or have control or authority over, and is not responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or related safety precautions and programs, or for failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. OPT is not responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 35 03-23-2015 9.10 Undisclosed Hazardous Environmental Condition A. OPT's responsibility for undisclosed Hazardous Environmental Conditions is described in Paragraph 5.06. 9.11 Compliance with Safety Program A. Contractor is to inform the OPT of its safety programs and OPT is to comply with the specific applicable requirements of this program. ARTICLE 10 — OAR'S AND DESIGNER'S STATUS DURING CONSTRUCTION 10.01 Owner's Representative A. OAR is Owner's representative. The duties and responsibilities and the limitations of authority of OAR as Owner's representative are described in the Contract Documents. 10.02 Visits to Site A. Designer is to make periodic visits to the Site to observe the progress and quality of the Work. Designer is to determine, in general, if the Work is proceeding in accordance with the Contract Documents based on observations made during these visits. Designer is not required to make exhaustive or continuous inspections to check the quality or quantity of the Work. Designer is to inform the OPT of issues or concerns and OAR is to work with Contractor to address these issues or concerns. Designer's visits and observations are subject to the limitations on Designer's authority and responsibility described in Paragraphs 9.09 and 10.07. B. OAR is to observe the Work to check the quality and quantity of Work, implement Owner's quality assurance program, and administer the Contract as Owner's representative as described in the Contract Documents. OAR's visits and observations are subject to the limitations on OAR's authority and responsibility described in Paragraphs 9.09 and 10.07. 10.03 Resident Project Representatives A. Resident Project Representatives assist OAR in observing the progress and quality of the Work at the Site. The limitations on Resident Project Representatives' authority and responsibility are described in Paragraphs 9.09 and 10.07. 10.04 Rejecting Defective Work A. OPT has the authority to reject Work in accordance with Article 14. OAR is to issue a Defective Work Notice to Contractor and document when Defective Work has been corrected or accepted in accordance with Article 14. 10.05 Shop Drawings, Modifications and Payments A. Designer's authority related to Shop Drawings and Samples are described in the Contract Documents. B. Designer's authority related to design calculations and design drawings submitted in response to a delegation of professional design services are described in Paragraph 7.15. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 36 03-23-2015 C. OAR and Designer's authority related to Modifications is described in Articles 11. D. OAR's authority related to Applications for Payment is described in Articles 13 and 15. 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. OAR is to render decisions regarding non-technical or contractual / administrative requirements of the Contract Documents and will coordinate the response of the OPT to Contractor. B. Designer is to render decisions regarding the conformance of the Work to the requirements of the Contract Documents. Designer will render a decision to either correct the Defective Work, or accept the Work under the provisions of Paragraph 14.04, if Work does not conform to the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. OAR will issue a Request for a Change Proposal if a Modification is required. OAR will provide documentation for changes related to the non-technical or contractual / administrative requirements of the Contract Documents. Designer will provide documentation if design related changes are required. D. Contractor may appeal Designer's decision by submitting a Change Proposal if Contractor does not agree with the Designer's decision. 10.07 Limitations on OAR's and Designer's Authority and Responsibilities A. OPT is not responsible for the acts or omissions of Contractor's Team. No actions or failure to act, or decisions made in good faith to exercise or not exercise the authority or responsibility available under the Contract Documents creates a duty in contract, tort, or otherwise of the OPT to the Contractor or members of the Contractor's Team. ARTICLE 11— AMENDING THE CONTRACT DOCUMENTS; CHANGES IN THE WORK 11.01 Amending and Supplementing the Contract Documents A. The Contract Documents may be modified by a Contract Amendment, Change Order, Work Change Directive, or Field Order. 1. Contract Amendment: Owner and Contractor may modify the terms and conditions of the Contract Documents without the recommendation of the Designer using a Contract Amendment. A Contract Amendment may be used for: a. Changes that do not involve: 1) The performance or acceptability of the Work; 2) The design as described in the Drawings, Specifications, or otherwise; or 3) Other engineering, architectural or technical matters. b. Authorizing new phases of the Work and establishing the Contract Price, Contract Times, or terms and conditions of the Contract for the new phase of Work when using phased construction or purchasing Goods and Special Services to be incorporated into the Project. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 37 03-23-2015 2. Change Order: All changes to the Contract Documents that include a change in the Contract Price or the Contract Times for previously authorized Work, or changes to the Work requiring Designer's approval must be made by a Change Order. A Change Order may also be used to establish modifications of the Contract Documents that do not affect the Contract Price or Contract Times. 3. Work Change Directive: A Work Change Directive does not change the Contract Price or the Contract Times, but is evidence that the parties expect that the modifications ordered or documented by a Work Change Directive are to be incorporated in a subsequently issued Change Order following negotiations on the Contract Price and Contract Times. Contractor must submit a Change Proposal seeking an adjustment of the Contract Price or the Contract Times no later than 30 days after the completion of the Work set out in the Work Change Directive if negotiations are unsuccessful under the terms of the Contract Documents governing adjustments, expressly including Paragraphs 11.04 and 11.05. 4. Field Order: Designer may require minor changes in the Work that do not change the Contract Price or Contract Times using a Field Order. OAR may issue a Field Order for non-technical, administrative issues. Submit a Change Proposal if Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times before proceeding with the Work described in the Field Order. B. Perform added or revised Work under the applicable provisions of the Contract Documents for the same or similar Work unless different Drawings, Specifications, or directions are provided in the Modification. 11.02 Owner -Authorized Changes in the Work A. Owner may order additions, deletions, or revisions in the Work at any time as recommended by the Designer to the extent the change: 1. Involves the design as described in the Contract Documents; 2. Involves acceptance of the Work; or 3. Involves other engineering, architectural or technical matters. B. These changes may be authorized by a Modification. Proceed with the Work involved or, in the case of a deletion in the Work, immediately cease construction activities with respect to the deleted Work upon receipt of the Modification. Nothing in this paragraph obligates the Contractor to undertake Work that Contractor reasonably concludes cannot be performed in a manner consistent with Contractor's safety obligations under the Contract Documents or Laws and Regulations. 11.03 Unauthorized Changes in the Work A. Contractor is not entitled to an increase in the Contract Price or an extension of the Contract Times with respect to Work performed that is not required by the Contract Documents, except in the case of an emergency as provided in Paragraph 7.12, or in the case of uncovering Work as provided in Paragraph 14.05. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 38 03-23-2015 B. Contractor is responsible for costs and time delays associated with variations from the requirements of the Contract Documents unless the variations are specifically approved by Change Order. 11.04 Change of Contract Price A. The Contract Price can only be changed by a Change Order. Any Change Proposal for an adjustment in the Contract Price must comply with the provisions of Paragraph 11.06. Any Claim for an adjustment of Contract Price must comply with the provisions of Article 12. B. An adjustment in the Contract Price is to be determined as follows: 1. By applying unit prices to the quantities of the items involved, subject to the provisions of Paragraph 13.03, where the Work involved is covered by unit prices in the Contract Documents; 2. By a mutually agreed lump sum where the Work involved is not covered by unit prices in the Contract Documents; or 3. Payment on the basis of the Cost of the Work determined as provided in Paragraph 13.01 plus a Contractor's fee for overhead and profit determined as provided in Paragraph 11.04.D when the Work involved is not covered by unit prices in the Contract Documents or the parties do not reach a mutual agreement to a lump sum. C. The original Contract Price may not be increased by more than 25 percent or the limit set out in Texas Local Government Code 252.048 or its successor statute. Owner may decrease the Work by up to 25 percent of the Contract Price without adjusting Contractor's fee. D. Contractor's Fee: Determine the Contractor's fee for overhead and profit as follows: 1. A mutually acceptable fixed fee; or 2. A fee based on the following percentages of the various portions of the Cost of the Work: a. The Contractor's fee is 15 percent for costs incurred under Paragraphs 13.01.C.1 and 13.01.C.2; b. The Contractor's fee is 5 percent for costs incurred under Paragraph 13.01.C.3; c. Fees are to be determined as follows where one or more tiers of subcontracts are used: 1) The Subcontractor's fee is 15 percent for costs incurred under Paragraphs 13.01.C.1 and 13.01.C.2 for the Subcontractor that actually performs the Work at whatever tier; and 2) The Contractor and Subcontractors of a tier higher than that of the Subcontractor that actually performs the Work are to be allowed a fee of 5 percent of the fee plus underlying costs incurred by the next lower tier Subcontractor; d. No fee is payable on the basis of costs itemized under Paragraphs 13.01.C.4, and 13.01.D; e. Five percent of the net decrease in the cost is to be deducted for changes which result in a net decrease in Contract Price; and General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 39 03-23-2015 3. The adjustment in Contractor's fee is based on the net change in accordance with Paragraphs 11.04.D.2.a through 11.04.D.2.e, inclusive when both additions and credits are involved in any one change. 11.05 Change of Contract Times A. The Contract Times can only be changed by Change Order. Any Change Proposal for an adjustment in the Contract Times must comply with the provisions of Paragraph 11.06. Any Claim for an adjustment in the Contract Times must comply with the provisions of Article 12. B. An adjustment of the Contract Times is subject to the limitations described in Paragraph 4.04. 11.06 Change Proposals A. Submit a Change Proposal to the OAR to: 1. Request an adjustment in the Contract Price or Contract Times; 2. Appeal an initial decision by OPT concerning the requirements of the Contract Documents or relating to the acceptability of the Work under the Contract Documents; 3. Contest a set-off against payment due; or 4. Seek other relief under the Contract Documents. B. Notify the OAR immediately if a Change Proposal is to be submitted. Submit each Change Proposal to OAR no later than 30 days after the event initiating the Change Proposal. Submit the following as part of the Change Proposal: 1. Any proposed change in Contract Price, Contract Times, or other relief, accompanied by a statement that the requested Change Order is the entire adjustment to which Contractor believes it is entitled; 2. The reason for the proposed change; and 3. Supporting data, accompanied by a statement that the supporting data is accurate and complete. C. OAR is to advise OPT regarding the Change Proposal. OPT is to review each Change Proposal and Contractor's supporting data, and within 30 days after receipt of the documents, direct the OAR to either approve or deny the Change Proposal in whole or in part. OAR is to issue a Change Order for an approved Change Proposal. The Contractor may deem the Change Proposal to be denied if OAR does not take action on the Change Proposal within 30 days and start the time for appeal of the denial under Article 12. 11.07 Execution of Change Orders A. Owner and Contractor are to execute Change Orders covering: 1. Changes in the Contract Price or Contract Times which are agreed to by Owner and Contractor, including undisputed sums or amount of time for Work actually performed in accordance with a Work Change Directive; General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 40 03-23-2015 2. Changes in Contract Price resulting from Owner set -offs unless the set-off has been successfully challenged by Contractor; 3. Changes in the Work which are: a. Ordered by Owner pursuant to Paragraph 11.02.A, b. Required because Defective Work was accepted under Paragraph 14.04 or Owner's correction of Defective Work under Paragraph 14.07, or c. Agreed to by the Owner and Contractor; and 4. Changes in the Contract Price or Contract Times, or other changes under Paragraph 11.06 or Article 12. B. Acceptance of a Change Order by Contractor constitutes a full accord and satisfaction for any and all claims and costs of any kind, whether direct or indirect, including but not limited to impact, delay, or acceleration damages arising from the subject matter of the Change Order. Each Change Order must be specific and final as to prices and extensions of time, with no reservations or other provisions allowing for future additional money or time as a result of the particular changes identified and fully compensated in the Change Order. The execution of a Change Order by Contractor constitutes conclusive evidence of Contractor's agreement to the ordered changes in the Work. This Contract, as amended, forever releases any claim against Owner for additional time or compensation for matters relating to or arising out of or resulting from the Work included within or affected by the executed Change Order. This release applies to claims related to the cumulative impact of all Change Orders and to any claim related to the effect of a change on unchanged Work. C. All Change Orders require approval by either the City Council or Owner by administrative action. The approval process requires a minimum of 45 days after submission in final form with all supporting data. Receipt of Contractor's submission by Owner constitutes neither acceptance nor approval of a Bid, nor a warranty that the Bid will be authorized by City Council or administrative action. The time required for the approval process may not be considered a delay and no extensions to the Contract Times or increase in the Contract Price will be considered or granted as a result of the process. Contractor may proceed with Work if a Work Change Directive is issued. D. A Change Order is deemed to be in full force as if executed by Contractor if the Contractor refuses to execute a Change Order that is required to be executed under the terms of this Paragraph 11.07. 11.08 Notice to Surety A. Notify the surety of Modifications affecting the general scope of the Work, changes in the provisions of the Contract Documents, or changes in Contract Price or Contract Times. Adjust the amount of each Bond when Modifications change the Contract Price. General Conditions Corpus Christi Standards - Regular Projects 00 72 00-41 03-23-2015 ARTICLE 12 — CLAIMS 12.01 Claims A. Follow the Claims process described in this Article for the following disputes between Owner and Contractor: 1. A demand or assertion by Owner to Contractor, submitted in accordance with the requirements of the Contract Documents: a. Seeking an adjustment of Contract Price or Contract Times; b. Contesting an initial decision by Designer concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; c. Contesting Designer's decision regarding a Change Proposal; d. Seeking resolution of a contractual issue that OAR has declined to address; or e. Seeking other relief with respect to the terms of the Contract. 2. A demand or assertion by Contractor to Owner, submitted in accordance with the requirements of the Contract Documents: a. Contesting OPT's decision regarding a Change Proposal; or b. Seeking resolution of a contractual issue that OPT has declined to address. 12.02 Claims Process A. Claims must be initiated by written notice. B. Claims by Contractor must be in writing and delivered to the Owner, Designer, and the OAR within 7 days: 1. After the start of the event giving rise to the Claim; or 2. After a final decision on a Change Proposal has been made. C. Claims by Owner must be submitted by written notice to Contractor. D. The responsibility to substantiate a Claim rests with the entity making the Claim. E. In the case of a Claim by Contractor seeking an increase in the Contract Price or Contract Times, Contractor must certify that the Claim is made in good faith, that the supporting data is accurate and complete, and that to the best of Contractor's knowledge and belief, the amount of time or money requested accurately reflects the full amount to which Contractor is entitled. F. The entity receiving a Claim is to review the Claim giving full consideration to its merits. The Owner and Contractor are to seek to resolve the Claim through the exchange of information and direct negotiations. The Owner and Contractor may extend the time for resolving the Claim by mutual agreement. Notify OAR of actions taken on a Claim. G. Owner and Contractor may mutually agree to mediate the underlying dispute at any time after initiation of a Claim. 1. The agreement to mediate suspends the Claim submittal and response process. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 42 03-23-2015 2. Owner or Contractor may unilaterally terminate the mediation process after 60 days from the agreement to mediate and resume the Claim submittal and decision process as of the date of the termination. The Claim process resumes as of the date of the conclusion of the mediation, as determined by the mediator, if the mediation is unsuccessful in resolving the dispute. 3. Owner and Contractor are to each pay one-half of the mediator's fees and costs. H. If the entity receiving a Claim approves the Claim in part or denies it in part, this action is final and binding unless the other entity invokes the procedure described in Article 17 for final resolution of disputes within 30 days of this action. I. Notify the OAR if efforts to resolve the Claim are not successful, and the Claim is denied. A denial of the Claim is final and binding unless the other entity invokes the procedure described in Article 17 for the final resolution of disputes within 30 days of the denial. J. The results of the agreement or action on the Claim is to be incorporated in a Change Order by the OAR to the extent they affect the Contract Documents, the Contract Price, or the Contract Times if the Owner and Contractor reach a mutual agreement regarding a Claim. ARTICLE 13 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 13.01 Cost of the Work A. The Cost of the Work is the sum of costs described in this Paragraph 13.01, except those excluded in Paragraph 13.01.D, necessary for the proper performance of the Work. The provisions of this Paragraph 13.01 are used for two distinct purposes: 1. To determine Cost of the Work when Cost of the Work is a component of the Contract Price under cost-plus, time -and -materials, or other cost -based terms; or 2. To determine the value of a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price. B. Contractor is entitled only to those additional or incremental costs required because of the change in the Work or because of the event giving rise to the adjustment when the value of the adjustment is determined on the basis of the Cost of the Work. C. Costs included in the Cost of the Work may not exceed the prevailing costs in the proximate area of the Site for similar work unless agreed to by the Owner. Cost of the Work includes only the following items: 1. Payroll costs for Contractor's employees performing the Work, including one foreman per crew, and other required and agreed upon personnel for the time they are employed on the Work. Employees are to be paid according to wage rates for job classifications as agreed to by Owner. Where the Cost of the Work is being used under provisions of Paragraph 13.01.A.2, rates paid for this Work are to be the same as paid for Contract Work as established by certified payroll. Payroll costs may include: a. Actual costs paid for salaries and wages; b. Actual cost paid for fringe benefits, which may include: 1) Social security contributions, General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 43 03-23-2015 2) Unemployment, 3) Excise and payroll taxes, 4) Workers' compensation, 5) Health and retirement benefits, 6) Bonuses, and 7) Paid time off for sick leave, vacations, and holidays; and c. Actual cost of additional compensation paid for performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, to the extent authorized by Owner. 2. Cost of materials and equipment furnished and incorporated in the Work, including transportation and storage costs and required Suppliers' field services. Contractor may retain cash discounts unless Owner provided funds to the Contractor for early payment of these materials and equipment. Cash discounts are to be credited to Owner if the Owner provides funds for early payment. Make provisions for trade discounts, rebates, refunds, and returns from sale of surplus materials and equipment and reduce the Cost of the Work by these amounts. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. Obtain competitive bids from Subcontractors acceptable to Owner unless Owner agrees to use Subcontractors proposed by the Contractor. Bids are to be opened in the presence of the OAR and other designated members for the OPT. Provide copies of bids to the OAR to use in determining, with the OPT, which bids are acceptable. The Subcontractor's Cost of the Work and fee are determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 13.01 if the subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee. 4. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work; b. Costs of materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site including transportation and maintenance costs; c. Costs of hand tools not owned by the workers consumed in the performance of the Work. Costs of hand tools not owned by the workers which are used but not consumed in the performance of the Work and which remain the property of Contractor, less their market value when Work is completed; d. Rental of construction equipment, including the costs of transporting, loading, unloading, assembling, dismantling, and removing construction equipment, whether rented from Contractor or others, in accordance with rental agreements approved by Owner. Costs for rental of equipment will not be paid when the equipment is no longer necessary for the Work. Justify idle time for equipment by demonstrating that it was necessary to keep equipment on Site for related future Work; General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 44 03-23-2015 e. Applicable sales, consumer, use, and other similar taxes related to the Work for which the Owner is not exempt, and which Contractor pays consistent with Laws and Regulations; f. Deposits lost for causes other than negligence of Contractor's Team; g. Royalty payments and fees for permits and licenses; h. Cost of additional utilities, fuel, and sanitary facilities at the Site; i. Minor expense items directly required by the Work; and j. Premiums for Bonds and insurance required by the Contract Documents. D. The Cost of the Work does not include the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals of partnerships and sole proprietorships, general managers, safety managers, superintendents, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office, for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 13.01.C.1 or specifically covered by Paragraph 13.01.C.4. These administrative costs are covered by the Contractor's fee. 2. Office expenses other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the actions of Contractor's Team for the correction of Defective Work, disposal of materials or equipment that do not comply with Specifications, and correcting damage to property. 5. Losses, damages, and related expenses caused by damage to the Work or sustained by Contractor in connection with the performance of the Work. Contractor is entitled to recover costs if covered by insurance provided in accordance with Article 6. Such losses may include settlements made with the approval of Owner. Do not include these losses, damages, and expenses in the Cost of the Work when determining Contractor's fee. 6. Any Indemnified Cost paid with regard to Contractor's indemnification of Owner's Indemnitees. 7. Other overhead or general expense costs and the costs of items not described in Paragraphs 13.01.C. E. The Contractor's fee is determined as follows: 1. In accordance with the Agreement when the Work is performed on a cost-plus basis. 2. In accordance with Paragraph 11.04.0 for Work covered by a Modification determined on the basis of Cost of the Work. F. Establish and maintain records in accordance with generally accepted accounting practices and submit these records, including an itemized cost breakdown together with supporting General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 45 03-23-2015 data, in a form and at intervals acceptable to OAR whenever the Cost of the Work is to be determined pursuant to this Paragraph 13.01. 13.02 Allowances A. Include allowances specified in the Contract Documents in the Contract Price and provide Work covered by the allowance as authorized by the Owner through the OAR. B. Contractor agrees that: 1. The cash allowance is used to compensate the Contractor for the cost of furnishing materials and equipment for the Work covered by the allowance item in the Contract Documents. Cost may include applicable taxes. Make provisions for trade discounts, rebates, and refunds and reduce the allowance costs by these amounts. 2. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances; and 3. Costs for cash allowances and installation costs as described in Paragraphs 13.02.6.1 and 13.02.6.2 above are included in the Contract Price. C. OAR will issue a Change Order to adjust the Contract Price by the difference between the allowance amount and the actual amount paid by Contractor for Work covered by the allowance. The Change Order will be issued at the time costs are incurred by Contractor for Work covered by the allowance and this Work is included on the Application for Payment. 13.03 Unit Price Work A. The initial Contract Price for Unit Price Work is equal to the sum of the unit price line items in the Agreement. Each unit price line item amount is equal to the product of the unit price for each line item times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparing Bids and determining an initial Contract Price. Payments to Contractor for Unit Price Work are to be based on actual quantities measured for Work in place. C. Each unit price is deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. D. OAR is to determine the actual quantities and classifications of Unit Price Work performed by Contractor to be incorporated into each Application for Payment. OAR's decision on actual quantities is final and binding, subject to the provisions of Paragraph 13.03.E. E. Contractor may submit a Change Proposal, or Owner may file a Claim, seeking an adjustment in the Contract Price within 30 days of OAR's decision under Paragraph 13.03.D, if: 1. The total cost of a particular item of Unit Price Work amounts to 20 percent or more of the total Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by the Contractor differs by more than 20 percent from the estimated quantity of an item indicated in the Agreement; 2. There is no corresponding adjustment with respect to other items of Work; and General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 46 03-23-2015 3. Contractor believes it has incurred additional expense as a result of this condition or if Owner believes that the quantity variation entitles Owner to an adjustment in the Contract Price. 13.04 Contingencies A. Contingency funds may be included in the Contract Price to pay for Work not defined specifically by the Contract Documents that is essential to the completion of the Project. Contingency funds will be as described in the Agreement. B. The contingency funds may be used for costs incurred by the Contractor provided these costs are approved by the Owner. Costs are to be determined and documented in accordance with Paragraph 13.01. The contingency funds are not to be used for the following items: 1. Cost overruns due to changes in material costs after the Contract Price is established, unless specific price escalation provisions are made in the Agreement. 2. Rework required to correct Defective Work. 3. Inefficiencies in completing the Work due to the Contractor's selected means, methods, sequences, or procedures of construction. 4. Work Contractor failed to include in the Contract Price. 5. Changes required by changes in Laws and Regulations enacted after the Contract Price is established. 6. Any Work that does not constitute a change in Scope in the Work included in the Contract Price. C. OAR is to issue a Change Order for approved expenditures from contingency funds. When the Change Order is issued, the costs are to be added to the Application for Payment. Contractor is to maintain a tabulation showing the contingency amount, adjustments to the contingency amount, and amounts remaining as the Project progresses. D. Any contingency amounts that are not included in a Change Order are retained by the Owner. A Change Order will be issued to deduct unused contingency amounts from the Contract Price prior to Final Payment. ARTICLE 14 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL, OR ACCEPTANCE OF DEFECTIVE WORK 14.01 Access to Work A. Provide safe access to the Site and the Work for the observation, inspection, and testing of the Work in progress. Contractor can require compliance with Contractor's safety procedures and programs as part of providing safe access. 14.02 Tests, Inspections, and Approvals A. OPT may retain and pay for the services of an independent inspector, testing laboratory, or other qualified individual or entity to perform inspections. Notify OAR when the Work is ready for required inspections and tests. Provide adequate notice to allow for coordination General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 47 03-23-2015 with entities providing inspection or testing as determined by the OAR. Cooperate with inspection and testing personnel and assist with providing access for required inspections, tests, and handling test specimens or Samples. B. Arrange for and facilitate inspections, tests, and approvals required by Laws or Regulations of governmental entities having jurisdiction that require Work to be inspected, tested, or approved by an employee or other representative of that entity. Pay associated costs and furnish OAR with the required certificates of inspection or approval. C. Arrange, obtain, and pay for inspections and tests required: 1. By the Contract Documents, unless the Contract Documents expressly allocate responsibility for a specific inspection or test to OPT; 2. To attain OPT's acceptance of materials or equipment to be incorporated in the Work; 3. By manufacturers of equipment furnished under the Contract Documents; 4. For testing, adjusting, and balancing of mechanical, electrical, and other equipment to be incorporated into the Work; 5. For acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work; 6. For re -inspecting or retesting Defective Work, including any associated costs incurred by the testing laboratory for cancelled tests or standby time; and 7. For retesting due to failed tests. D. Provide independent inspectors, testing laboratories, or other qualified individuals or entities acceptable to OPT to provide these inspections and tests. 14.03 Defective Work A. It is Contractor's obligation to assure that the Work is not Defective. B. OPT has the authority to determine whether Work is Defective and to reject Defective Work. C. OAR is to notify Contractor of Defective Work of which OPT has actual knowledge. D. Promptly correct Defective Work. E. Take no action that would void or otherwise impair Owner's special warranties or guarantees when correcting Defective Work. F. Pay claims, costs, losses, and damages arising out of or relating to Defective Work, including: 1. Costs for correction, removal, and replacement of Defective Work; 2. Cost of the inspection and testing related to correction of Defective Work; 3. Fines levied against Owner by governmental authorities because of Defective Work; and 4. Costs of repair or replacement of work of others resulting from Defective Work. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 48 03-23-2015 14.04 Acceptance of Defective Work A. Owner may elect to accept Defective Work instead of requiring correction or removal and replacement of Defective Work provided: 1. This acceptance occurs prior to final payment; 2. Designer confirms that the Defective Work is in general accordance with the design intent and applicable engineering or architectural principles; and 3. Designer confirms that acceptance of the Defective Work does not endanger public health or safety. B. Owner may impose a reasonable set-off against payments due under Article 15 for costs associated with OPT's evaluation of Defective Work to determine if it can be accepted and to determine the diminished value of the Work. Owner may impose a reasonable set-off against payments due under Article 15 if the parties are unable to agree as to the decrease in the Contract Price to compensate Owner for the diminished value of Defective Work accepted. OAR is to issue a Modification for acceptance of the Defective Work prior to final payment. Pay an appropriate amount to Owner if the acceptance of Defective Work occurs after final payment. 14.05 Uncovering Work A. OPT has the authority to require inspection or testing of the Work, whether or not the Work is fabricated, installed, or completed. B. Work that is covered prior to approval of the OAR must be uncovered for OPT's observation if requested by OAR. Pay for uncovering Work and its subsequent restoration unless Contractor has given OAR timely notice of Contractor's intention to cover the Work and OAR fails to act with reasonable promptness in response to this notice. C. Provide necessary labor, material, and equipment and uncover, expose, or otherwise make available the portion of the Work suspected of being Defective for observation, inspection, or testing if OPT considers it necessary or advisable that covered Work be observed by Designer or inspected or tested by others as directed by the OAR. 1. Pay for claims, costs, losses, and damages associated with uncovering, exposing, observing, inspecting, and testing if it is found that the uncovered Work is Defective. Pay costs for correction of Defective Work. Pay for reconstruction, repair, or replacement of work of others if it is found that the uncovered Work is Defective. 2. Submit a Change Proposal for an increase in the Contract Price or an extension of the Contract Times directly attributable to this uncovering, exposure, observation, inspection, testing, and reconstruction if the uncovered Work is found to be not Defective. 14.06 Owner May Stop the Work A. Owner may order Contractor to stop the Work if: 1. The Work is Defective; 2. Contractor fails to supply sufficient skilled workers or suitable materials or equipment; or General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 49 03-23-2015 3. Contractor performs Work that may fail to conform to the Contract Documents when completed. This stop work order is to remain in effect until the reason for the stop work order has been eliminated. Owner's right to stop the Work does not create a duty to exercise this right for the benefit of Contractor's Team or surety. 14.07 Owner May Correct Defective Work A. Owner may remedy the following deficiencies after 7 days' notice to Contractor if: 1. Contractor fails to correct Defective Work, or to remove and replace rejected Work as required by OPT; 2. Contractor fails to perform the Work in accordance with the Contract Documents; or 3. Contractor fails to comply with other provisions of the Contract Documents. B. Owner may: 1. Exclude Contractor from the Site; 2. Take possession of the Work and suspend Contractor's services related to the Work; and 3. Incorporate stored materials and equipment in the Work. C. Allow OPT access to the Site and off Site storage areas to enable Owner to exercise the rights and remedies under this Paragraph 14.07. D. All claims, costs, losses, and damages incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 14.07 are to be charged against Contractor as a set-off against payments due under Article 15. These claims, costs, losses, and damages include costs of repair and the cost of replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's Defective Work. E. Contractor is not allowed an extension of the Contract Times because of delays in the performance of the Work attributable to the exercise of the Owner's rights and remedies under this Paragraph 14.07. ARTICLE 15 — PAYMENTS TO CONTRACTOR; SET -OFFS; COMPLETION; CORRECTION PERIOD 15.01 Progress Payments A. Progress payments are to be submitted to the OAR on the Application for Payment form provided by the OAR following procedures in the Contract Documents. 1. Progress payments for lump sum Work are to be paid on the basis of the earned value to date at the amounts shown in the Schedule of Values submitted as required by Paragraph 2.03. Final payment will be for the total lump sum amount. 2. Progress payments for Unit Price Work are based on the number of units completed as determined under the provisions of Paragraph 13.03. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 50 03-23-2015 3. Progress payments for Work to be paid on the basis of the Cost of the Work per Paragraphs 13.01, 13.02 and 13.04 are to be paid for Work completed by Contractor during the pay period. B. Reduction in Payment by Owner: 1. Owner is entitled to impose a set-off against payment based on the following: a. Claims made against Owner or costs, losses, or damages incurred by Owner related to: 1) Contractor's conduct in the performance of the Work, including, but not limited to, workplace injuries, non-compliance with Laws and Regulations, or patent infringement; or 2) Contractor's failure to take reasonable and customary measures to avoid damage, delay, disruption, and interference with other work at or adjacent to the Site, including but not limited to, workplace injuries, property damage, and non-compliance with Laws and Regulations. b. Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible; c. Work is Defective, or completed Work has been damaged by Contractor's Team, requiring correction or replacement; d. Owner has been required to correct Defective Work or complete Work in accordance with Paragraph 14.07; e. The Contract Price has been reduced by Change Orders; f. Events have occurred that would constitute a default by Contractor justifying a termination for cause; Liquidated damages have accrued as a result of Contractor's failure to achieve Milestones, Substantial Completion, or completion of the Work; h. Liens have been filed in connection with the Work, except where Contractor has delivered a specific Bond satisfactory to Owner to secure the satisfaction and discharge of these Liens; g. i. Owner has been notified of failure to make payments to Subcontractors, Suppliers, or Employees; Failure to submit up-to-date record documents as required by the Contract Documents; k. Failure to submit monthly Progress Schedule updates or revised schedules as requested by the OAR; I. Failure to provide Project photographs required by the Contract Documents; m. Failure to provide Certified Payroll required by the Contract Documents; n. Compensation for OPT for overtime charges of OAR or RPR, third review of documents, review of substitutions, re -inspection fees, inspections or designs related to correction of Defective Work, or other services identified as requiring payment by the Contractor; J• General Conditions Corpus Christi Standards - Regular Projects 00 72 00-51 03-23-2015 o. Costs for tests performed by the Owner to verify that Work previously tested and found to be Defective has been corrected; OPT has actual knowledge of the occurrence of events that would constitute a default by Contractor and therefore justify termination for cause under the Contract Documents with associated cost impacts; q• Other items entitling Owner to a set-off against the amount recommended; or r. Payment would result in an over -payment of the Contract Price. 2. Compensation for services of OPT staff is to be at the rates established by negotiations between OPT and Contractor. 3. OAR is to notify Contractor stating the amount and the reasons for an imposed set-off. The Owner is to pay the Contractor amounts remaining after deduction of the set-off. Owner is to pay the set-off amount agreed to by Owner and Contractor if Contractor remedies the reasons for the set-off. Contractor may submit a Change Proposal contesting the set-off. C. Delayed Payments: 1. No money shall be paid by Owner upon any claim, debt, demand, or account whatsoever, to any person, firm, or corporation who is in arrears to Owner for taxes; and Owner shall be entitled to counterclaim and automatically offset against any such debt, claim, demand, or account in the amount of taxes so in arrears and no assignment or transfer of such debt, claim, demand, or account after said taxes are due, shall affect the right of Owner to offset said taxes, and associated penalties and interest if applicable, against the same. 2. No payment will be made for Work authorized by a Work Change Directive until the Work Change Directive is incorporated into a Change Order. Payment can be included in an Application for payment when the Change Order is approved. D. The Owner is to pay the amount of payment recommended by the OAR within 30 days after receipt of the Application for Payment and accompanying documentation from the OAR. 15.02 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to the Work, materials, and equipment furnished under the Contract is to pass to Owner free and clear of Liens, title defects, and patent, licensing, copyright, or royalty obligations no later than 7 days after the time of payment by Owner of the Application for Payment which includes these items. 15.03 Substantial Completion A. Notify OAR when Contractor considers the entire Work substantially complete and request a Certificate of Substantial Completion. B. OPT is to inspect the Work after Contractor's notification to determine if the Work is substantially complete. OAR is to either issue the Certificate of Substantial Completion which sets the date of Substantial Completion or notify Contractor of the reasons the Project is not considered to be substantially complete. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 52 03-23-2015 C. The OPT and Contractor are to meet to discuss Owner's use or occupancy of the Work following Substantial Completion. Items to be discussed at this meeting include: 1. Review of insurance policies with respect to the end of the Contractor's coverage, and confirm the transition to coverage of the Work under a permanent property insurance policy held by Owner; 2. Owner's assumption of responsibility for security, operation, protection of the Work, maintenance, and utilities upon Owner's use or occupancy of the Work; 3. Contractor's obligations for operations and maintenance during performance and acceptance testing; 4. Contractor's access to the Site to complete punch list items; and 5. Procedures for correction of Defective Work during the 1 -year correction period. 15.04 Partial Utilization A. Owner may use or occupy substantially completed parts of the Work which are specifically identified in the Contract Documents, or which OPT and Contractor agree constitutes a separately functioning and usable part of the Work prior to Substantial Completion of the Work. Owner must be able to use that part of the Work for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. Contractor and OPT are to follow the procedures of Paragraph 15.03 for this part of the Work. B. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Article 6. 15.05 Final Inspection A. OPT is to make a final inspection upon notice from Contractor that the entire Work or portion to be accepted under Paragraph 15.04 is complete. OAR is to notify Contractor of Work determined to be incomplete or Defective. Immediately take corrective measures to complete the Work and correct Defective Work. 15.06 Final Payment A. Make Application for Final Payment after completing required corrections identified during the final inspection and delivering items and documents required by the Contract Documents. Provide the following with the final Application for Payment: 1. Consent of Surety to Final Payment acknowledging unsettled disputes; and 2. Certification of Payment of Debts and Claims or Certification of Release of Liens or furnish receipts or releases in full from Subcontractors and Suppliers. B. OAR is to either recommend payment of the final Application for Payment to Owner if OPT is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled or notify the Contractor of the OPT's reasons for not recommending final payment. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 53 03-23-2015 C. The Work is complete, subject to surviving obligations, when it is ready for final payment as established by the OAR's recommendation of payment of the final Application for Payment to Owner and the issuance of a Certificate of Final Completion. D. The Owner is to pay the amount of final payment recommended by the OAR within 30 days after receipt of the final Application for Payment and accompanying documentation from the OAR. 15.07 Waiver of Claims A. The making of final payment does not constitute a waiver by Owner of claims or rights against Contractor. Owner expressly reserves claims and rights arising from: 1. Unsettled Liens or claims for non-payment; 2. Defective Work appearing after final inspection pursuant to Paragraph 15.05; 3. Contractor's failure to comply with the Contract Documents or the terms of specified special guarantees; or 4. Contractor's continuing obligations under the Contract Documents. B. Contractor waives claims and rights against Owner by accepting final payment with the exception of those Claims made in accordance with the provisions of Article 17 and specifically noted in the Certificate of Final Completion. 15.08 Correction Period A. Promptly correct Defective Work without cost to Owner for 1 year after the date of Substantial Completion or longer periods of time prescribed by the terms of the Contract Documents. B. Promptly correct damages to the Site or adjacent areas that Contractor has arranged to use through construction easements or other agreements. Promptly correct damages to Work or the work of others. Make corrections without cost to Owner. C. Owner may have the Defective Work and damages described in Paragraphs 15.08.A and 15.08.6 corrected if Contractor does not comply with the terms of OAR's instructions, or in an emergency where delay would cause serious risk of loss or damage. D. Contractor's obligation to indemnify Owner's Indemnitees for claims arising out of or related to the correction of Defective Work are as set forth in Paragraph 7.14. E. The correction period starts to run from the date when a specific item of equipment or systems are placed in continuous beneficial use by Owner before Substantial Completion of Work if so provided in the Specifications or if accepted for beneficial use by the Owner. F. The correction period is extended for an additional period of 1 year for Defective Work corrected after the date of Substantial Completion or after the accepted date the correction period starts to run as described in Paragraph 15.08.E. This extended correction period starts to run when Defective Work has been satisfactorily corrected under this Paragraph 15.08. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 54 03-23-2015 G. Contractor's obligations under this Paragraph 15.08 are in addition to other obligations or warranties. The provisions of this Paragraph 15.08 are not a substitute for, or a waiver of, the provisions of applicable statutes of limitation or repose. ARTICLE 16 — SUSPENSION OF WORK AND TERMINATION 16.01 Owner May Suspend Work A. Owner may suspend the Work or a portion of the Work for a period of not more than 90 consecutive days, at any time and without cause, by notice to Contractor. This notice fixes the date on which Contractor is to resume Work. Contractor is entitled to adjustments in the Contract Price and Contract Times directly attributable to this suspension only if efforts are made to mitigate the cost impacts of the suspension. Meet with the Owner within 10 days of the notice of suspension to discuss specific strategies to reduce or eliminate the cost of delays. Submit a Change Proposal seeking an adjustment no later than 30 days after the date fixed for resumption of Work. 16.02 Owner May Terminate for Cause A. The occurrence of one or more of the following events constitutes a default by Contractor and justifies termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents, including failure to supply sufficient skilled workers or suitable materials or equipment; 2. Failure to adhere to the Progress Schedule; 3. Failure of the Contractor to provide a satisfactory replacement Bond or insurance in the event either is lost or canceled; 4. Failure of Contractor to maintain financial solvency to adequately complete the Project as indicated by one or more of the following: a. A petition of bankruptcy is filed by or against Contractor, b. Contractor is adjudged as bankrupt or insolvent, c. Contractor or surety makes a general assignment for the benefit of creditors, d. A receiver is appointed for the benefit of Contractor's creditors, or e. A receiver is appointed on account of Contractor's insolvency; 5. Contractor's disregard of Laws or Regulations of public bodies having jurisdiction; or 6. Contractor's repeated disregard of the authority of OPT. B. Contractor and surety must provide adequate assurance of future performance in accordance with the Contract Documents that is satisfactory to Owner if Contractor is believed to be in financial distress due to the existence of one or more of the indicators listed in Paragraph 16.02.A.4. Owner may terminate this Contract if Contractor and surety fail to provide adequate documentation satisfactory to Owner within 10 days of OAR's request for this information. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 55 03-23-2015 C. Owner may declare Contractor to be in default, give notice to Contractor and surety that the Contract is terminated, and enforce the rights available to Owner under the Performance Bond after giving Contractor and surety 10 days' notice that one or more of the events identified in Paragraph 16.02.A has occurred. D. Owner may exclude Contractor from the Site, take possession of the Work, incorporate the materials and equipment stored and complete the Work as Owner may deem expedient if Owner has terminated the Contract for cause. E. Owner may elect not to proceed with termination of the Contract under this Paragraph 16.02 if Contractor begins to cure the cause for termination within 7 days of receipt of notice of intent to terminate. F. Contractor is not entitled to receive further payments until the Work is completed if Owner proceeds as provided in this Paragraph 16.02. The amount of the Contract Price remaining is to be paid to the Contractor if the unpaid balance exceeds the cost to complete the Work. This cost to complete the Work may include related claims, costs, losses, damages, and the fees and charges of engineers, architects, attorneys, and other professionals retained by Owner. Pay the difference to Owner if the cost to complete the Work including related claims, costs, losses, and damages exceeds the unpaid balance of the Contract Price. Claims, costs, losses, and damages incurred by Owner are to be reviewed as to their reasonableness and incorporated in a Change Order by OAR. Owner is not required to obtain the lowest price for the Work performed when exercising its rights or remedies under this paragraph. G. Termination does not affect the rights or remedies of Owner against Contractor or against surety under the Payment Bond or Performance Bond. Owner does not release Contractor from liability by paying or retaining money due Contractor. 16.03 Owner May Terminate For Convenience A. Owner may terminate the Contract without cause after giving 7 days' notice to Contractor of the effective date of termination. Contractor is to be paid for the following if Owner terminates for convenience: 1. Work completed in accordance with the Contract Documents prior to the effective date of termination; 2. Actual costs sustained prior to the effective date of termination for Work in progress, plus a fee calculated in accordance with Paragraph 11.04.D.; and 3. Reasonable expenses directly attributable to termination, including costs incurred to prepare a termination for convenience cost proposal. B. No payment is payable to Contractor for loss of anticipated overhead, profits or revenue, or other economic loss arising out of or resulting from this termination. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 56 03-23-2015 ARTICLE 17 — FINAL RESOLUTION OF DISPUTES 17.01 Methods and Procedures A. The Owner or Contractor may appeal a Claim, approved or denied in part or in full, by: 1. Electing to invoke the dispute resolution process if one is provided for in the Supplementary Conditions; 2. Agreeing with the other party to submit the dispute to a dispute resolution process; or 3. Notifying the other party of the intent to submit the dispute to a court of competent jurisdiction if no dispute resolution process is provided for in the Supplementary Conditions or mutually agreed to. ARTICLE 18 — MISCELLANEOUS 18.01 Computation of Times A. Exclude the first day and include the last day when determining dates for a period of time referred to in the Contract Documents by days. The last day of this period is to be omitted from the determination if it falls on a Saturday, Sunday, or a legal holiday. B. All references and conditions for a Calendar Day Contract in the Contract Documents apply for a Fixed Date Contract. A Fixed Date Contract is one in which the calendar dates for reaching Substantial Completion and/or final completion are specified in lieu of identifying the number of days involved. 18.02 Owner's Right to Audit Contractor's Records A. By execution of the Contract, Contractor grants Owner the right to audit, examine, inspect and/or copy, at Owner's election at all reasonable times during the term of this Contract and for a period of four (4) years following the completion or termination of the Work, all of Contractor's written and electronically stored records and billings relating to the performance of the Work under the Contract Documents. The audit, examination or inspection may be performed by an Owner designee, which may include its internal auditors or an outside representative engaged by Owner. Contractor agrees to retain its records for a minimum of four (4) years following termination of the Contract, unless there is an ongoing dispute under the Contract, then, such retention period must extend until final resolution of the dispute. As used in these General Conditions, "Contractor written and electronically stored records" include any and all information, materials and data of every kind and character generated as a result of the work under this Contract. Example of Contractor written and electronically stores records include, but are not limited to: accounting data and reports, billings, books, general ledgers, cost ledgers, invoices, production sheets, documents, correspondences, meeting notes, subscriptions, agreements, purchase orders, leases, contracts, commitments, arrangements, notes, daily diaries, reports, drawings, receipts, vouchers, memoranda, time sheets, payroll records, policies, procedures, Subcontractor agreements, Supplier agreements, rental equipment proposals, federal and state tax filings for any issue in question, along with any and all other agreements, sources of information and matters that may, in Owner's sole judgment, General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 57 03-23-2015 have any bearing on or pertain to any matters, rights, duties or obligations under or covered by any Agreement Documents. B. Owner agrees to exercise the right to audit, examine or inspect Contractor's records only during regular business hours. Contractor agrees to allow Owner and/or Owner's designee access to all of the Contractor's Records, Contractor's facilities and current or former employees of Contractor, deemed necessary by Owner or its designee(s), to perform such audit, inspection or examination. Contractor also agrees to provide adequate and appropriate work space necessary for Owner or its designees to conduct such audits, inspections or examinations. C. Contractor must include this Section in any Subcontractor, supplier or vendor contract. 18.03 Independent Contractor A. Contractor is to perform its duties under this Contract as an independent contractor. The Contractor's Team and their personnel are not considered to be employees or agents of the Owner. Nothing in this Contract is to be interpreted as granting Contractor's Team the right or authority to make commitments for the Owner. This Contract does not constitute or create a joint venture, partnership, or formal business organization of any kind. 18.04 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available to the Owner or Contractor by these General Conditions are in addition to, and are not a limitation of, the rights and remedies which are otherwise imposed or available by: 1. Laws or Regulations; 2. Special warranties or guarantees; or 3. Other provisions of the Contract Documents. B. The provisions of this Paragraph 18.03 are as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 18.05 Limitation of Damages A. Owner's Indemnitees are not liable to Contractor for claims, costs, losses, or damages sustained by Contractor's Team associated with other projects or anticipated projects. 18.06 No Waiver A. The failure of Owner or Contractor to enforce any provision of this Contract does not constitute a waiver of that provision, affect the enforceability of that provision, or the enforceability of the remainder of this Contract. 18.07 Severability A. If a court of competent jurisdiction renders a part of this Contract invalid or unenforceable, that part is to be severed and the remainder of this Contract continues in full force. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 58 03-23-2015 18.08 Survival of Obligations A. Representations, indemnifications, warranties, guarantees, and continuing obligations required by the Contract Documents survive completion and acceptance of the Work or termination of the Contract. 18.09 No Third Party Beneficiaries A. Nothing in this Contract can be construed to create rights in any entity other than the Owner and Contractor. Neither the Owner nor Contractor intends to create third party beneficiaries by entering into this Contract. 18.10 Assignment of Contract A. This Contract may not be assigned in whole or in part by the Contractor without the consent of the Owner. 18.11 No Waiver of Sovereign Immunity A. The Owner has not waived its sovereign immunity by entering into and performing its obligations under this Contract. 18.12 Controlling Law A. This Contract is governed by the laws of the State of Texas without regard to its conflicts of laws. Venue for legal proceedings lies exclusively in Nueces County, Texas. 18.13 Conditions Precedent to Right to Sue A. Notwithstanding anything herein to the contrary, Contractor will have at least 90 days to give notice of a claim for damages as a condition precedent to the right to sue on the Contract, subject to the contractual Claims and Alternative Dispute Resolution processes set forth herein. 18.14 Waiver of Trial by Jury A. Owner and Contractor agree that they have knowingly waived and do hereby waive the right to trial by jury and have instead agreed, in the event of any litigation arising out of or connected to this Contract, to proceed with a trial before the court, unless both parties subsequently agree otherwise in writing. 18.15 Attorney Fees A. The Parties expressly agree that, in the event of litigation, all parties waive rights to payment of attorneys' fees that otherwise might be recoverable, pursuant to the Texas Civil Practice and Remedies Code Chapter 38, Texas Local Government Code §271.153, the Prompt Payment Act, common law or any other provision for payment of attorney's fees. 18.16 Compliance with Laws A. Comply with the Americans with Disabilities Act of 1990 as amended (ADA) and Texas Architectural Barriers Act and all regulations relating to either statute. General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 59 03-23-2015 B. Comply with all applicable federal, state, and city laws, rules and regulations. 18.17 Enforcement A. The City Manager or designee and the City Attorney or designee, are fully authorized and will have the right to enforce all legal rights and obligations under the Contract without further authorization from City Council. 18.18 Subject to Appropriation A. Funds are appropriated by the Owner on a yearly basis. If for any reason funds are not appropriated in any given year, the Owner may direct immediate suspension or termination of the Contract, with no additional liability to the Owner. If the Contractor is terminated or suspended and the Owner requests remobilization at a later date, the Contractor may request payment for reasonable demobilization/remobilization costs. Such costs shall be addressed through a Change Order to the Contract. Under no circumstances may a provision or obligation under this Contract be interpreted as contrary to this paragraph. 18.19 Contract Sum A. The Contract Sum is stated in the Contract and, including authorized adjustments, is the total maximum not -to -exceed amount payable by Owner to Contractor for performance of the Work under the Contract Documents. Contractor accepts and agrees that all payments pursuant to this Contract are subject to the availability and appropriation of funds by the Corpus Christi City Council. If funds are not available and/or appropriated, this Contract shall immediately be terminated with no liability to any party to this Contract. 18.20 Contractor's Guarantee as Additional Remedy A. The Contractor's guarantee is a separate and additional remedy available to benefit the Owner. Neither the guarantee nor the expiration of the guarantee period will operate to reduce, release, or relinquish any rights or remedies available to the Owner for any claims or causes of action against the Contractor or any other individual or entity. END OF SECTION General Conditions Corpus Christi Standards - Regular Projects 00 72 00 - 60 03-23-2015 00 72 01 INSURANCE REQUIREMENTS ARTICLE 1— INSURANCE REQUIREMENTS 1.01 CONTRACTOR'S INSURANCE AMOUNTS A. Provide the insurance coverage for at least the following amounts unless greater amounts are required by Laws and Regulations: Type of Insurance Minimum Insurance Coverage Commercial General Liability including 1. Commercial Form 2. Premises — Completed Operations 3. Explosions and Collapse Hazard 4. Underground Hazard 5. Products / Completed Operations Hazard 6. Contractual Liability 7. Broad Form Property Damage 8. Independent Contractors 9. Personal & Advertising Injury $1,000,000 Per Occurrence $2,000,000 Aggregate Business Automobile Liability - Owned, Non -Owned, Rented and Leased $1,000,000 Combined Single Limit Workers' Compensation Statutory Employer's Liability $500,000/ 500,000/ 500,000 Excess Liability/Umbrella Liability Required if Contract Price > $5,000,000 $1,000,000 Per Occurrence Contractor's Pollution Liability / Environmental Impairment Coverage Not limited to sudden and accidental discharge. To include long-term environmental impact for the disposal of pollutants/contaminants. Required if excavation > 3 ft. $1,000,000 Per Claim _ X Required • Not Required Builder's Risk (All Perils including Collapse) Required for vertical structures and bridges Equal to Full Replacement Cost of Structure and Contents _ • Required X Not Required Installation Floater Required if installing city -owned equipment Equal to Contract Price • Required X Not Required Insurance Requirements Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 007201-1 Rev 06-22-2016 1.02 GENERAL PROVISIONS A. Provide insurance coverages and limits meeting the requirements for insurance in accordance with Article 6 of the General Conditions and this Section. B. Provide endorsements to the policies as outlined in this Section. C. Obtain insurance from companies that are duly licensed or authorized in the State of Texas to issue insurance policies for the required limits and coverages. Provide insurance from companies that have an A.M. Best rating of A -VIII or better. D. Furnish copies of endorsements and documentation of applicable self-insured retentions and deductibles upon request by OPT or any named insured or additional insured. Contractor may block out (redact) any confidential premium or pricing information contained in any endorsement furnished under this Contract. E. The name and number of the Project must be referenced on the certificate of insurance. F. OPT's failure to demand such certificates or other evidence of the Contractor's full compliance with the insurance requirements or failure to identify a deficiency in compliance from the evidence provided is not a waiver of the Contractor's obligation to obtain and maintain the insurance required by the Contract Documents. G. Notify the Owner if the Contractor fails to purchase or maintain the insurance required by the Contract Documents. Contractor shall not be allowed to perform any Work on the Project until the required insurance policies are in effect. A Certificate of Liability Insurance shall be submitted to the OPT. H. Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 16 of the General Conditions if Contractor fails to obtain or maintain the required insurance. I. Owner does not represent that the insurance coverage and limits established in this Contract are adequate to protect Contractor or Contractor's interests. J. The required insurance and insurance limits do not limit the Contractor's liability under the indemnities granted to Owner's Indemnitees in the Contract Documents. K. Provide for an endorsement that the "other insurance" clause shall not apply to the OPT where the OPT is an additional insured shown on the policy. Contractor's insurance is primary and non-contributory with respect to any insurance or self-insurance carried by the OPT for liability arising out of operations under this Contract. L. Include the Owner and list the other members of the OPT and any other individuals or entities identified in the Supplementary Conditions as additional insureds on all policies with the exception of the workers' compensation policy and Contractor's professional liability policy. 1.03 CONTRACTOR'S INSURANCE A. Purchase and maintain workers' compensation and employer's liability insurance for: 1. Claims under workers' compensation, disability benefits, and other similar employee benefit acts. Obtain workers' compensation coverage through a licensed insurance company in accordance with Texas law and written on a policy and endorsements approved by the Texas Department of Insurance. Provide insurance in amounts to Insurance Requirements 00 72 01- 2 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 meet all workers' compensation obligations. Provide an "All Other States" endorsement if Contractor is not domiciled in Texas and policy is not written in accordance with Texas Department of Insurance rules. 2. Claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. United States Longshoreman and Harbor Workers' Compensation Act and Jones Act coverage (if applicable). 4. Foreign voluntary worker compensation (if applicable). B. Purchase and maintain commercial general liability insurance covering all operations by or on behalf of Contractor. The expected coverage is that which would be included in a commercially available ISO Commercial General Liability policy and should provide coverage on an occurrence basis, against: 1. Claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; 2. Claims for damages insured by reasonably available personal injury liability coverage which are sustained; 3. By any person as a result of an offense directly or indirectly related to the employment of such person by Contractor; and 4. Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including any resulting loss of use. C. Provide Contractor's commercial general liability policy that is written on a 1996 (or later) ISO commercial general liability form (occurrence form) and include the following coverages and endorsements: 1. Products and completed operations coverage as required in this Section. Insurance is to remain in effective for 3 years after final payment. Furnish evidence of the continuation of this insurance at final payment and again each year for 3 years after final payment to Owner and each named insured or additional insured. a. If required by Paragraph 1.01, provide and maintain Installation Floater insurance for property under the care, custody, or control of Contractor. Provide Installation Floater insurance that is a broad form or "All Peril" policy providing coverage for all materials, supplies, machinery, fixtures, and equipment which will be incorporated into the Work. 1) Provide coverage under the Contractor's Installation Floater that includes: a) Faulty or Defective workmanship, materials, maintenance, or construction; b) Cost to remove Defective or damaged Work from the Site or to protect it from loss or damage; c) Cost to cleanup and remove pollutants; d) Coverage for testing and startup; e) Any loss to property while in transit; Insurance Requirements 00 72 01- 3 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 f) Any loss at the Site; g) Any loss while in storage, both on and off the Site; and h) Any loss to temporary Project Works if their value is included in the Contract Price. 2) Coverage cannot be contingent on an external cause or risk or limited to property for which the Contractor is legally liable. Provide limits of insurance adequate to cover the value of the installation. Pay any deductible carried under this coverage and assume responsibility for claims on materials, supplies, machinery, fixture, and equipment which will be incorporated into the Work while in transit or in storage. 2. Blanket contractual liability coverage for Contractor's contractual indemnity obligations in Paragraph 7.14 of the General Conditions, and all other contractual indemnity obligations of Contractor in the Contract Documents. Industry standard ISO Contractual Liability coverage will meet this obligation. 3. Broad form property damage coverage. 4. Severability of interest. 5. Underground explosion and collapse coverage. 6. Personal injury coverage. 7. Endorsement CG 2032, "Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured" or its equivalent. D. Purchase and maintain automobile liability insurance against claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. E. For Projects with a Contract Value that exceeds $5,000,000, purchase and maintain umbrella or excess liability insurance written over the underlying employer's liability, commercial general liability, and automobile liability insurance described in the paragraphs above. Provide coverage that is at least as broad as all underlying policies. Provide a policy that provides first -dollar liability coverage as needed. F. Provide Contractor's commercial general liability and automobile liability policies that: 1. Are written on an occurrence basis; 2. Include the individuals or entities identified in the Supplementary Conditions as additional insureds; 3. Include coverage for Owners Indemnitees as defined in Article 1 of the General Conditions; and 4. Provide primary coverage for all claims covered by the policies, including those arising from both ongoing and completed operations. G. Purchase and maintain insurance coverage for third -party injury and property damage claims, including clean-up costs that result from Hazardous Environmental Conditions which result from Contractor's operations and completed operations. Provide Contractor's pollution liability insurance that includes long-term environmental impacts for the disposal of pollutants/contaminants and is not limited to sudden and accidental discharge. The Insurance Requirements 00 72 01- 4 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 completed operations coverage is to remain in effect for 3 years after final payment. The policy must name OPT and any other individuals and entities identified in the Supplementary Conditions as additional insureds. H. Purchase and maintain applicable professional liability insurance, or have Subcontractors and Suppliers do so, if Contractor or any Subcontractor or Supplier will provide or furnish professional services under this Contract. I. The policies of insurance required by this Section must: 1. Include at least the specific coverages and be written for not less than the limits of liability provided in this Section or required by Laws or Regulations, whichever is greater. 2. Contain a provision that coverage afforded will not be canceled or materially changed until at least 30 days prior written notice has been given to Contractor, Owner, and all named insureds and additional insureds. 3. Remain in effect at all times when Contractor is performing Work or is at the Site to conduct tasks arising from the Contract Documents. 4. Be appropriate for the Work being performed and provide protection from claims resulting from the Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether performed by Contractor, Subcontractor, Supplier, anyone directly or indirectly employed or retained by any of them, or by anyone for whose acts they may be liable. J. The coverage requirements for specific policies of insurance must be met directly by those policies and may not rely on excess or umbrella insurance provided in other policies to meet the coverage requirement. 1.04 PROPERTY INSURANCE A. Purchase and maintain builder's risk insurance in the amount of the full replacement cost of the Project. This policy is subject to the deductible amounts requirements in this Section or those required by Laws and Regulations and must comply with the requirements of Paragraph 1.06. This insurance shall: 1. Include the OPT, Contractor, and all Subcontractors, and any other individuals or entities identified in the Supplementary Conditions, as named insureds. 2. Be written on a builder's risk "all risk" policy form that includes insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and insures against at least the following perils or causes of loss: fire; lightning; windstorm; riot; civil commotion; terrorism; vehicle impact; aircraft; smoke; theft; vandalism and malicious mischief; mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; flood; collapse; explosion; debris removal; demolition occasioned by enforcement of Laws and Regulations; water damage (other than that caused by flood); and such other perils or causes of loss as may be specifically required by this Section. If insurance against mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; or flood, are not commercially available under builder's risk, by Insurance Requirements 00 72 01- 5 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 endorsement or otherwise, this insurance may be provided through other insurance policies acceptable to Owner and Contractor. 3. Cover expenses incurred in the repair or replacement of any insured property. 4. Cover materials and equipment in transit or stored prior to being incorporated in the Work. 5. Cover Owner -furnished or assigned property. 6. Allow for partial utilization of the Work by Owner. 7. Allow for the waiver of the insurer's subrogation rights as set forth below. 8. Provide primary coverage for all losses and damages caused by the perils or causes of loss covered. 9. Not include a co-insurance clause. 10. Include a broad exception for ensuing losses from physical damage or loss with respect to any Defective workmanship, design, or materials exclusions. 11. Include testing and startup. 12. Be maintained in effect until the Work as a whole is complete, unless otherwise agreed to in writing by Owner and Contractor. B. Evidence of insurance provided must contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each named insured. C. Pay for costs not covered by the policy deductible. D. Notify builder's risk insurance provider if Owner will occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 15.04 of the General Conditions. Maintain the builder's risk insurance in effect during this Partial Occupancy or Use. E. Contractor may purchase other special insurance to be included in or to supplement the builder's risk or property insurance policies provided under this Section. F. Contractor, Subcontractors, or employees of the Contractor or a Subcontractor owning property items, such as tools, construction equipment, or other personal property not expressly covered in the insurance required by the Contract Documents are responsible for providing their own insurance. 1.05 WAIVER OF RIGHTS A. Insurance shall include a waiver of subrogation in favor of the additional insureds identified in SECTION 00 73 00 SUPPLEMENTARY CONDITIONS. B. All policies purchased in accordance with this Section are to contain provisions to the effect that the insurers have no rights of recovery against OPT, named insureds or additional insureds in the event of a payment for loss or damage. Contractor and insurers waive all rights against the Owner's Indemnities for losses and damages created by or resulting from any of the perils or causes of loss covered by these policies and any other applicable Insurance Requirements 00 72 01- 6 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 property insurance. None of these waivers extend to the rights Contractor has to the proceeds of insurance as trustee. C. Contractor is responsible for assuring that agreements with Subcontractors contains provisions that the Subcontractor waive all rights against Owner's Indemnitees, Contractor, named insureds and additional insureds, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, for all losses and damages created by or resulting from any of the perils or causes of loss covered by builder's risk insurance and other property insurance. 1.06 OWNER'S INSURANCE FOR THE PROJECT A. Owner is not responsible for purchasing and maintaining any insurance to protect the interest of the Contractor, Subcontractors, or others in the Work. The stated limits of insurance required are minimum only. Determine the limits that are adequate. These limits may be basic policy limits or any combination of basic limits and umbrella limits. In any event, Contractor is fully responsible for all losses arising out of, resulting from, or connected with operations under this Contract whether or not these losses are covered by insurance. The acceptance of evidence of insurance by the OPT, named insureds, or additional insureds does not release the Contractor from compliance with the insurance requirements of the Contract Documents. ARTICLE 2 — EVIDENCE OF INSURANCE 2.01 ACCEPTABLE EVIDENCE OF INSURANCE A. Provide evidence of insurance acceptable to the Owner with the executed Contract Documents. Provide the following as evidence of insurance: 1. Certificates of Insurance on an acceptable form; 2. Riders or endorsements to policies; and 3. Policy limits and deductibles. B. Provide a list of "Additional Insureds" for each policy. C. Provide evidence that waivers of subrogation are provided on all applicable policies. D. Provide evidence of requirements for 30 days' notice before cancellation or any material change in the policy's terms and conditions, limits of coverage, or change in deductible amount. 2.02 CERTIFICATES OF INSURANCE A. Submit Certificates of Insurance meeting the following requirements: 1. Form has been filed with and approved by the Texas Department of Insurance under Texas Insurance Code §1811.101; or 2. Form is a standard form deemed approved by the Department under Texas Insurance Code §1811.101. Insurance Requirements 00 72 01- 7 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 3. No requirements of this Contract may be interpreted as requiring the issuance of a certificate of insurance on a certificate of insurance form that has not first been filed with and approved by the Texas Department of Insurance. B. Include the name of the Project in the description of operations box on the certificate of insurance. 2.03 INSURANCE POLICIES A. If requested by the Owner, provide a copy of insurance policies, declaration pages and endorsements, and documentation of applicable self-insured retentions and deductibles. B. Contractor may block out (redact) any proprietary information or confidential premium pricing information contained in any policy or endorsement furnished under this Contract. 2.04 CONTINUING EVIDENCE OF COVERAGE A. Provide updated, revised, or new evidence of insurance in accordance this Section prior to the expiration of existing policies. B. Provide evidence of continuation of insurance coverage at final payment and for the following 3 years. 2.05 NOTICES REGARDING INSURANCE A. Notices regarding insurance are to be sent to the Owner at the following address: City of Corpus Christi — Engineering Attn: Construction Contract Admin. P.O. Box 9277 Corpus Christi, TX 78469-9277 B. Submit questions regarding insurance requirements to the Construction Contract Administrator by calling 361-826-3530. ARTICLE 3 —TEXAS WORKERS' COMPENSATION INSURANCE REQUIRED NOTICE 3.01 WORKERS' COMPENSATION INSURANCE COVERAGE A. Definitions: 1. Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC- 81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the Project. 2. Duration of the Project - includes the time from the beginning of the Work on the Project until the Contractor's/person's Work on the Project has been completed and accepted by the governmental entity. 3. Persons providing services on the Project ("Subcontractor" in §406.096) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the Project, regardless of whether that person contracted Insurance Requirements 00 72 01- 8 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the Project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the Project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services on the Project, for the duration of the Project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the Contract. D. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the Project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: 1. A certificate of coverage, prior to that person beginning Work on the Project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the Project; and 2. No later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project. F. The Contractor shall retain all required certificates of coverage for the duration of the Project and for one year thereafter. G. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project. H. The Contractor shall post on each Project Site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the Project, for the duration of the Project; Insurance Requirements 00 72 01- 9 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 2. Provide to the Contractor, prior to that person beginning Work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the Project, for the duration of the Project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a. A certificate of coverage, prior to the other person beginning Work on the Project; and b. A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 5. Retain all required certificates of coverage on file for the duration of the Project and for one year thereafter; 6. Notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project; and 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this Contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the Project will be covered by workers' compensation coverage for the duration of the Project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. K. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the Contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. END OF SECTION Insurance Requirements 00 72 01- 10 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 00 72 02 WAGE RATE REQUIREMENTS ARTICLE 1— PREVAILING WAGE RATE REQUIREMENTS 1.01 PAYMENT OF PREVAILING WAGE RATES A. Contractor and any Subcontractors employed on this Project shall pay not less than the rates established by the Owner as required by Texas Government Code Chapter 2258. B. Contractor is required to pay Davis -Bacon Wage Rates. 1.02 RECORDS A. In accordance with Tex. Gov't Code §2258.024, the Contractor and its Subcontractors, if any, shall keep a record showing: 1. The name and occupation of each worker employed by the Contractor or Subcontractor in the construction of the Work; and 2. The actual per diem wages paid to each worker. B. The record shall be open at all reasonable hours to inspection by the officers and agents of the Owner. 1.03 LIABILITY; PENALTY; CRIMINAL OFFENSE A. Tex. Gov't Code §2258.003 — Liability: An officer, agent, or employee of the Owner is not liable in a civil action for any act or omission implementing or enforcing Chapter 2258 unless the action was made in bad faith. B. Tex. Gov't Code §2258.053(b) — Penalty: Any Contractor or Subcontractor who violates the requirements of Chapter 2258, shall pay to the Owner, on whose behalf the Contract is made, $60 for each worker employed or each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the Contract. C. Tex. Gov't Code §2258.058 — Criminal Offense: 1. An officer, agent, or representative of the Owner commits an offense if the person willfully violates or does not comply with a provision of Chapter 2258. 2. Any Contractor or Subcontractor, or an agent or representative of the Contractor or Subcontractor, commits an offense if the person violates Tex. Gov't Code §2258.024. 3. An offense is punishable by: a. A fine not to exceed $500; b. Confinement in jail for a term not to exceed 6 months; or c. Both a fine and confinement. Wage Rate Requirements Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 007202-1 REV 06-12-2015 1.04 PREVAILING WAGE RATES A. The minimum rates for various labor classifications as established by the Owner are shown below: Wage Determination Construction Type Project Type (WD) No TX -31 Heavy Heavy Construction Projects (including Sewer and Water Line Construction and Drainage Projects) TX -40 Highway Highway Construction Projects (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). END OF SECTION Wage Rate Requirements Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 007202-2 REV 06-12-2015 General Decision Number: TX160031 01/08/2016 TX31 Superseded General Decision Number: TX20150031 State: Texas Construction Type: Heavy Counties: Nueces and San Patricio Counties in Texas. HEAVY CONSTRUCTION PROJECTS (including Sewer and Water Line Construction and Drainage Projects) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis -Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the SO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/08/2016 5UTX1987-001 12/01/1987 Rates CARPENTER (Excluding Form Setting) $ 9.05 Concrete Finisher $ 7.56 ELECTRICIAN $ 13.37 Laborers: Common $ 7.25 Utility $ 7.68 Power equipment operators: Backhoe $ 9.21 Motor Grader $ 8.72 Fringes 2.58 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local) a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: http://www.wdol.gov/wdol/scafiles/davisbacon/TX31.dvb?v=0[1/14/2016 5:09:09 PM] PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor http://www.wdol.gov/wdol/scafiles/davisbacon/TX31.dvb?v=0[1/14/2016 5:09:09 PM] 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION http://www.wdol.gov/wdol/scafiles/davisbacon/TX31.dvb?v=0[1/14/2016 5:09:09 PM] General Decision Number: TX160040 01/08/2016 TX40 Superseded General Decision Number: TX20150040 State: Texas Construction Type: Highway Counties: Aransas, Calhoun, Goliad, Nueces and San Patricio Counties in Texas. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis -Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/08/2016 SUTX2011-010 08/08/2011 Rates Fringes CEMENT MASON/CONCRETE FINISHER (Paving & Structures)...$ 12.64 FORM BUILDER/FORM SETTER Paving & Curb $ 10.69 Structures $ 13.61 LABORER Asphalt Raker $ 11.67 Flagger $ 8.81 Laborer, Common $ 10.25 Laborer, Utility $ 11.23 Pipelayer $ 11.17 Work Zone Barricade Servicer $ 11.51 PAINTER (Structures) $ 21.29 POWER EQUIPMENT OPERATOR: Asphalt Distributor $ 14.25 Asphalt Paving Machine $ 13.44 Mechanic $ 17.00 Motor Grader, Fine Grade$ 17.74 Motor Grader, Rough $ 16.85 TRUCK DRIVER Lowboy -Float $ 16.62 Single Axle $ 11.61 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)) . http://www.wdol.gov/wdol/scafiles/davisbacon/TX40.dvb?v=0[1/14/2016 5:10:17 PM] The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination http://www.wdol.gov/wdol/scafiles/davisbacon/TX40.dvb?v=0[1/14/2016 5:10:17 PM] * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION http://www.wdol.gov/wdol/scafiles/davisbacon/TX40.dvb?v=0[1/14/2016 5:10:17 PM] 00 72 03 MINORITY / MBE / DBE PARTICIPATION POLICY ARTICLE 1— PARTICIPATION POLICY 1.01 POLICY A. It is the policy of the City of Corpus Christi that maximum opportunity is afforded minorities, women, and Minority Business Enterprises (MBE) to participate in the performance of contracts awarded by the City of Corpus Christi in support of Equal Employment Opportunity goals and objectives of the Affirmative Action Policy Statement of the City dated October 1989, and any amendments thereto. In accordance with such policy, the City has established goals, as stated herein, both for minority and female participation by trade and for Minority Business Enterprise. 1.02 DEFINITIONS A. Prime Contractor: Any person, firm, partnership, corporation, association, or joint venture as herein provided which has been awarded a City contract. B. Subcontractor: Any named person, firm, partnership, corporation, association, or joint venture as herein identified as providing work, labor, services, supplies, equipment, materials, or any combination of the foregoing under contract with a prime contractor on a City contract. C. Minority Business Enterprise: A business enterprise that is owned and controlled by one or more minority person(s). Minority person(s) must collectively own, operate and/or actively manage, and share in payments from such an enterprise in the manner hereinafter set forth: 1. Owned: a. For a sole proprietorship to be deemed a minority business enterprise, it must be owned by a minority person. b. For an enterprise doing business as a partnership, at least 51 percent of the assets or interest in the partnership property must be owned by one or more minority person(s). c. For an enterprise doing business as a corporation, at least 51 percent of the assets or interest in the corporate shares must be owned by one or more minority person(s). 2. Controlled: a. The primary power, direct or indirect, to manage a business enterprise rests with a minority person(s). 3. Share in Payments: a. Minority partners, proprietors, or stockholders of the business enterprise, must be entitled to receive 51 percent or more of the total profits, bonuses, dividends, interest payments, commissions, consulting fees, rents, procurement, and subcontract payments, and any other monetary distribution paid by the business enterprise. Minority / MBE / DBE Participation Policy Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 007203-1 Rev 01-13-2016 D. Minority: Minority persons include Blacks, Mexican -Americans and other persons of Hispanic origin, American Indians, Alaskan Natives, and Asians or Pacific Islanders. For the purposes of this policy, women are also considered as minorities. E. Female Owned Business Enterprise: A sole proprietorship that is owned and controlled by a woman, a partnership at least 51 percent of whose assets or partnership interests are owned by one or more women, or a corporation at least 51 percent of whose assets or interests in the corporate shares are owned by one or more women. F. Joint Venture: A joint venture means an association of two or more persons, partnerships, corporations, or any combination thereof, founded to carry on a single business activity which is limited in scope and direction. The degree to which a joint venture may satisfy the stated MBE goal cannot exceed the proportionate interest of the MBE as a member of the joint venture in the Work to be performed by the joint venture. For example, a joint venture which is to perform 50 percent of the Work itself and in which a minority joint venture partner has a 50 percent interest, shall be deemed equivalent to having minority participation in 25 percent of the Work. Minority members of the joint venture must have financial, managerial, or technical skills in the Work to be performed by the joint venture. 1.03 GOALS A. The goals for participation by minorities and Minority Business Enterprises expressed in percentage terms for the Contractor's aggregate work force on all construction Work for the Contract award shall be as specified in SECTION 00 21 13 INVITATION TO BID AND INSTRUCTIONS TO BIDDERS. B. These goals are applicable to all the construction work (regardless of federal participation) performed in the Contract, including approved Change Orders. The hours of minority employment must be substantially uniform throughout the length of the Contract and in each trade. The transfer of minority employees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's percentage is prohibited. 1.04 COMPLIANCE A. Upon completion of the Project, a final breakdown of MBE participation, substantiated by copies of paid invoices, shall be submitted by the Contractor to the City Engineer. B. Make bi-weekly payroll submittals to the City Engineer. The Contractor is to indicate the percent of minority and female participation, by trade, which has been utilized on the Project. Along with the request for final payment on the Project, the Contractor will indicate, in writing, the overall participation in these areas which have been achieved. The City Engineer may withhold monthly or final payments to the Contractor for failure to submit bi-weekly payrolls in a timely fashion or to submit overall participation information as required. END OF SECTION Minority / MBE / DBE Participation Policy Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 007203-2 Rev 01-13-2016 00 73 00 SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement SECTION 00 72 00 GENERAL CONDITIONS and other provisions of the Contract Documents. All provisions not amended or supplemented in these Supplementary Conditions remain in effect. The terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below. ARTICLE 1— DEFINITIONS AND TERMINOLOGY SC -1.01 DEFINED TERMS A. The members of the OPT as defined in Paragraph 1.01.A.41 consists of the following organizations: City of Corpus Christi, Texas Urban Engineering Rock Engineering and Testing Laboratory B. Paragraph 1.01.A.54 "Substantial Completion" is more specifically defined for this Project as: 1. The following items are fully functional and suitable for operation in accordance with the Contract Documents: a. All lanes are open to traffic. b. Pedestrian facilities are open. c. All utilities are fully operational. 2. Only the following items not yet complete in accordance with the Contract Documents: a. Final site cleanup. ARTICLE 4 — COMMENCEMENT AND PROGRESS OF THE WORK SC -4.04 DELAYS IN CONTRACTOR'S PROGRESS A. The allocation for delays in the Contractor's progress for rain days as set forth in General Conditions Paragraph 4.04.D are to be determined as follows: 1. Include rain days in developing the schedule for construction. Schedule construction so that the Work will be completed within the Contract Times assuming that these rain days will occur. Incorporate residual impacts following rain days such as limited access to and within the Site, inability to work due to wet or muddy Site conditions, delays in delivery of equipment and materials, and other impacts related to rain days when developing the schedule for construction. Include all costs associated with these rain days and residual impacts in the Contract Price. Supplementary Conditions Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 00 73 00 - 1 11-25-2013 2. A rain day is defined as any day in which the amount of rain measured by the National Weather Services at the Power Street Stormwater Pump Station is 0.50 inch or greater. Records indicate the following average number of rain days for each month: Month Day Month Days January 3 July 3 February 3 August 4 March 2 September 7 April 3 October 4 May 4 November 3 June 4 December 3 3. A total of 34 rain days have been set for this Project. An extension of time due to rain days will be considered only after 43 rain days have been exceeded in a calendar year and the OAR has determined that a detrimental impact to the construction schedule resulted from the excessive rainfall. Rain days are to be incorporated into the schedule and unused rain days will be considered float time which may be consumed by the Owner or Contractor in delay claims. ARTICLE 5 — AVAILABILITY OF LANDS; SUBSURFACE CONDITIONS AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS SC -5.03 SUBSURFACE AND PHYSICAL CONDITIONS A. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.03.A which describe subsurface and physical conditions. 1. Geotechnical Reports include the following: a. SUBSURFACE EXPLORATION AND PAVEMENT RECOMMENDATIONS FOR THE PROPOSED ENNIS JOSLIN ROAD EXTENSION City of Corpus Christi Project No. E15109 (BOND 2014) Limits: — Williams Drive to Holly Road Corpus Christi, Texas RETL Job No. — G115237, Rock Engineering and Testing Laboratory, Inc., 2-25- 2016. 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) include the following: 3. NONE SC -5.06 HAZARDOUS ENVIRONMENTAL CONDITIONS AT SITE A. Delete Paragraph 5.06 entirely and insert the following: "5.06 Hazardous Environmental Conditions at Site A. No reports of explorations or tests for Hazardous Environmental Conditions at or contiguous to the Site are known to Owner." Supplementary Conditions Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 007300-2 11-25-2013 ARTICLE 7 — CONTRACTOR'S RESPONSIBILITIES SC -7.04 CONCERNING SUBCONTRACTORS, SUPPLIERS, AND OTHERS A. Add the following sentence to the end of Paragraph 7.04.A: "The Contractor must perform at least 50 percent of the Work, measured as a percentage of the Contract Price, using its own employees." END OF SECTION Supplementary Conditions Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 007300-3 11-25-2013 01 1100 SUMMARY OF WORK 1.00 GENERAL 1.01 WORK INCLUDED A. Construct Work as described in the Contract Documents. 1. Provide the materials, equipment, and incidentals required to make the Project completely and fully useable. 2. Provide the labor, equipment, tools, and consumable supplies required for a complete Project. 3. The Contract Documents do not indicate or describe all of the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the OAR. 1.02 DESCRIPTION OF WORK A. Work is described in general, non-inclusive terms as: a. Construct 2500 LF of new 5 lane road, pavement, curb and gutter section and new sidewalk. b. Construct new wastewater and storm facilities. c. Provide upgrades to water system within project. d. Construct new sidewalk and cycle -tracks. 1.03 WORK UNDER OTHER CONTRACTS A. The following items of work are not included in this Contract, but may impact construction scheduling and completion: 1. None. B. In the case of a disagreement between the above list and those specified elsewhere in the Contract Documents, the Contractor is to base his Proposal on the most expensive listing. C. Completion of the Work described in this Contract may impact the construction and testing of the items listed above. 1. Coordinate construction activities through the OAR. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. 1.04 WORK BY OWNER A. The Owner plans to perform the following items of work which are not included in this Contract, but may impact the construction scheduling and completion: 1. Gas Line installation. Summary of Work Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 11 00 - 1 Rev 01-13-2016 B. Completion of the Work described in this Contract may impact the construction of the items listed above. 1. Coordinate construction activities through the OAR. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. C. Owner will provide normal operation and maintenance of the existing facilities during construction, unless otherwise stated. 1.05 CONSTRUCTION OF UTILITIES A. Pay for temporary power, including but not limited to construction cost, meter connection fees, and permits. 1.06 USE PRIOR TO FINAL COMPLETION A. Owner has the right to use or operate any portion of the Project that is ready for use after notifying the Contractor of its intent to do so. B. The execution of Bonds is understood to indicate the consent of the surety to these provisions for use of the Project. C. Provide an endorsement from the insurance carrier permitting use of Project during the remaining period of construction. D. Conduct operations to insure the least inconvenience to the Owner and general public. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Summary of Work Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 011100-2 Rev 01-13-2016 01 23 10 ALTERNATES AND ALLOWANCES 1.00 GENERAL 1.01 REQUIREMENTS A. Alternates: 1. This Section describes each alternate by number and describes the basic changes to be incorporated into the Work when this alternate is made a part of the Work in the Agreement. 2. Drawings and Specifications will outline the extent of Work to be included in the alternate Contract Price. 3. Coordinate related Work and modify surrounding Work as required to properly integrate the Work under each alternate, and provide a complete and functional Project as required by the Contract Documents. 4. Bids for alternates may be accepted or rejected at the option of the Owner. 5. Owner may incorporate these alternates in the Contract when executed, or may issue a Change Order to incorporate these alternates within 120 days at the prices offered in the Bid, unless noted otherwise. A Request for a Change Proposal may be issued after 120 days or other designated time period to negotiate a new price for incorporating the Work into the Project. B. Allowances: 1. Include specified allowance amount in the Contract Price. 2. The amount of each allowance includes: a. The cost of the product to the Contractor less any applicable trade discounts. b. Delivery to the Site. c. Applicable taxes. 3. Include in the Contract Price all costs for: a. Handling at the Site, including unloading, uncrating, and storage per SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION. b. Cost for labor and equipment for installation and finishing. c. Cost for related products not specifically listed in the allowance required for installation, including consumable supplies and materials. d. All overhead, profit, and related costs. 4. Assist Owner in the selection of products. a. Identify qualified Suppliers. b. Obtain bids from qualified Suppliers. c. Present available alternates to the Owner through the OAR. Notify OAR of: 1) Any objections to a particular Supplier or product. Alternates and Allowances Ennis Joslin Road Extension Williams Drive to Holly Road (Bond 2014) — Project E15109 012310-1 11-25-2013 2) Effect on the Construction Schedule anticipated by the selection of each option. 3) Cost of each option. 5. Upon selection of the product: a. Purchase and install the product. b. Contractor's responsibilities for products shall be the same as for products selected by the Contractor. 6. Submit a Change Proposal per SECTION 01 31 14 CHANGE MANAGEMENT to adjust Contract Price if the net cost of the product is more or less than the specified amount. a. Adjust the unit cost applied to the quantities installed per the method of payment described in SECTION 01 29 00 APPLICATION FOR PAYMENT PROCEDURES for products specified as Unit Price Work. b. Do not perform Work until selection of alternate has been approved by the Owner. c. Provide actual invoices for the materials. 1.02 DOCUMENT SUBMITTALS A. Provide documents for materials furnished as part of the alternate in accordance with SECTION 01 33 00 DOCUMENT MANAGEMENT. 1.03 DESCRIPTION OF ALTERNATES - NONE 1.04 DESCRIPTION OF ALLOWANCES - NONE 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Alternates and Allowances Ennis Joslin Road Extension Williams Drive to Holly Road (Bond 2014) — Project E15109 012310-2 11-25-2013 01 29 00 APPLICATION FOR PAYMENT PROCEDURES 1.00 GENERAL 1.01 WORK INCLUDED A. Submit Applications for Payment for completed Work and for materials and equipment in accordance with the General Conditions, the Supplementary Conditions, the Agreement, and this Section. The Contract Price is to include costs for: 1. Providing the Work in accordance with the Contract Documents; 2. Installing Owner furnished equipment and materials; 3. Providing Work for Alternates and Allowances; 4. Commissioning, start-up, training and initial maintenance and operation; 5. Acceptance testing in manufacturer's facilities or on Site; 6. All home office overhead costs and expenses, including profit made directly or indirectly for the Project; 7. Project management, Contract administration, field office, and field operations staff, including supervision, clerical support, and technology system support; 8. Professional services including design fees, legal fees, and other professional services; 9. Bonds and insurance; 10. Permits, licenses, patent fees, and royalties; 11. Taxes; 12. Providing all documents and Samples required by the Contract Documents; 13. Facilities and equipment at the Site including: a. Field offices, office furnishings, and all related office supplies, software, and equipment, b. Storage facilities for Contractor's use, storage facilities for stored materials and equipment, including spare parts storage, c. Shops, physical plant, construction equipment, small tools, vehicles, technology and telecommunications equipment, d. Safety equipment and facilities to provide safe access and working conditions for workers and for others working at the Site, e. Temporary facilities for power and communications, f. Potable water and sanitation facilities, and g. Mobilization and demobilization for all of these facilities and equipment; 14. Products, materials, and equipment stored at the Site or other suitable location; 15. Products, materials, and equipment permanently incorporated into the Project; Application for Payment Procedures Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0129 00 - 1 03-11-2015 16. Temporary facilities for managing water, including facilities for pumping, storage, and treatment as required for construction and protection of the environment; 17. Temporary facilities for managing environment conditions and Constituents of Concern; 18. Temporary facilities such as sheeting, shoring, bracing, formwork, embankments, storage facilities, working areas, and other facilities required for construction of the Project; 19. Temporary and permanent facilities for protection of all overhead, surface, or underground structures or features; 20. Temporary and permanent facilities for removal, relocation, or replacement of any overhead, surface, or underground structures or features; 21. Products, materials, and equipment consumed during the construction of the Project; 22. Contractor labor and supervision to complete the Project, including that provided through Subcontractors or Suppliers; 23. Correcting Defective Work during the Contract Times, during the Correction Period, or as required to meet any warranty provision of the Contract Documents; 24. Risk associated with weather and environmental conditions, start-up, and initial operation of facilities including equipment, processes, and systems; 25. Contractor's safety programs, including management, administration, and training; 26. Maintenance of facilities, including equipment, processes, and systems until operation is transferred to Owner; 27. Providing warranties, extended or special warranties, or extended service agreements; 28. Cleanup and disposal of any and all surplus materials; and 29. Demobilization of all physical, temporary facilities not incorporated into the Project. B. Include the cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the Contract Price. C. Provide written approval of the surety company providing Bonds for the Schedule of Values, Application for Payment form, and method of payment prior to submitting the first Application for Payment. Submit approval using the Consent of Surety Company to Payment Procedures form provided. Payment will not be made without this approval. D. OAR may withhold processing Applications for Payment if any of the following processes or documentation are not up to date: 1. Progress Schedule per SECTION 01 33 04 CONSTRUCTION PROGRESS SCHEDULE. 2. Project photographs per SECTION 01 33 05 VIDEO AND PHOTOGRAPHIC DOCUMENTATION. 3. Record Documents per SECTION 01 31 13 PROJECT COORDINATION. 4. Documentation required to comply with Owner's Minority / MBE / DBE Participation Policy. Application for Payment Procedures Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0129 00 - 2 03-11-2015 1.02 SCHEDULE OF VALUES A. Submit a detailed Schedule of Values for the Work at least 10 days prior to submitting the first Application for Payment. B. Submit the Schedule of Values in the form for Attachment A - Tabulation of Earned Value of Original Contract Performed. C. Do not submit an Application for Payment until the Schedule of Values has been approved by the OAR. D. Use each unit price line item in the Agreement as a unit price line item in the Schedule of Values. E. Divide lump sum line items, including Subcontractor and Supplier amounts in the Schedule of Values into smaller components to allow more accurate determination of the earned value for each item. 1. Provide adequate detail to allow a more accurate determination of the earned value expressed as a percentage of Work completed for each item. 2. Line items may not exceed $50,000.00, unless they are for products, materials, or equipment permanently incorporated into the Project that cannot be subdivided into units or subassemblies. 3. Lump sum items may be divided into an estimated number of units to determine earned value. a. The estimated number of units times the cost per unit must equal the lump sum amount for that line item. b. Contractor will receive payment for the lump sum for the line item, regardless of the number of units installed, unless an adjustment is made by Change Order. 4. Include Contractor's overhead and profit in each line item in proportion to the value of the line item to the Contract Price. 5. Include the cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the Contract Price for each item. 6. These line items may be used to establish the value of Work to be added or deleted from the Project. 7. The sum of all values listed in the schedule must equal the total Contract Price. F. Subdivide each line item in the Schedule of Values into two payment components. The first component is the direct cost for products, materials, and equipment permanently incorporated into the Project. The second component is all other cost associated with the item in the Agreement. The sum of the two components must equal the value of the line item in the Schedule of Values. G. Where a percentage of the line value is allowed for a specified stage of completion, show the value for each stage of completion as a component of that line item cost. Application for Payment Procedures Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0129 00 - 3 03-11-2015 1.03 SCHEDULE OF ANTICIPATED PAYMENTS AND EARNED VALUE A. Submit a schedule of the anticipated Application for Payments showing the application numbers, submission dates, and the anticipated amount to be requested. Incorporate retainage into the development of this schedule of anticipated payments. B. Submit a tabulation of the anticipated Total Earned Value of Fees, Work, and Materials to create a graphic (curve) representation of the anticipated progress on the Project each month. Adjust this table and curve to incorporate Modifications. Use this curve to compare actual progress on the Project each month by comparing the anticipated cumulative Total Earned Value of Fees, Work, and Materials to the actual Total Earned Value of Fees, Work, and Materials each month. Use the comparison of values to determine performance on budget and schedule. C. Update the Schedule of Payments as necessary to provide a reasonably accurate indication of the funds required to make payments each month to the Contractor for Work performed. 1.04 BASIS FOR PAYMENTS A. Lump Sum Contracts: 1. Payment will be made for the earned value of Work completed during the payment period expressed as a percentage of Work completed for each line item during the payment period per the Contract Documents. 2. Payment amount is the value of Work completed per the Contract Documents multiplied by the percentage of Work completed. 3. Payment for lump sum items divided into an estimated number of units to determine earned value per Paragraph 1.02.E.3 will be made for the measured number of units. 4. Payment for stored materials and equipment will be made per Paragraph 1.05. B. Unit Price Contracts: 1. Payment will be made for the actual quantity of Work completed during the payment period and for materials and equipment stored during the payment period per the Contract Documents. a. Payment amount is the Work quantity measured per the Contract Documents multiplied by the unit prices for that line item in the Agreement. b. Payment for stored materials and equipment will be made per Paragraph 1.05. 2. Measure the Work described in the Agreement for payment. Payment will be made only for the actual measured and/or computed length, area, solid contents, number, and weight, unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste, overages, and tolerances in the unit price for that line item. 1.05 PAYMENT FOR STORED MATERIALS AND EQUIPMENT. A. Store materials and equipment properly at the Site. Application for Payment Procedures Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 012900-4 03-11-2015 1. Payment will be made for the invoice amount less the specified retainage. 2. Payment for materials and equipment show in the Application for Payment on Attachment A or Attachment B - Tabulation of Work on Approved Contract Modifications will be made for the invoice amount, up to the value show in the Schedule of Values for that line item. Costs for material and equipment in excess of the value shown in the Schedule of Values may not be added to other line items. 3. Payment will be made in full for the value shown in the line item for products and materials if invoices for materials and equipment are less than the amount shown in the line item and it can be demonstrated that no additional materials or equipment are required to complete Work described in that item. 4. Provide invoices at the time materials are included on Attachment D - Tabulation of Values for Materials and Equipment. Include invoice numbers on Attachment D so that a comparison can be made between invoices and amounts included on Attachment D. B. Provide a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of Liens. Provide documentation of payment for materials and equipment with the next Application for Payment. Adjust payment to the amount actually paid if this differs from the invoice amount. Remove items from the tabulation of materials and equipment if this documentation is not provided. Payment will not be made for material and equipment without documentation of payment. C. Contractors can be paid for non-perishable materials on hand stored at the site, provided that invoices are furnished to the City for verification of the material value; and provide documents, satisfactory to the City, that show that the material supplier has been paid for the materials delivered to the work site. D. Provide evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest. E. The Work covered by progress payments becomes the property of the Owner at the time of payment. The Contractor's obligations with regard to proper care and maintenance, insurance, and other requirements are not changed by this transfer of ownership until accepted in accordance with the General Conditions. F. Payment for materials and equipment does not constitute acceptance of the product. 1.06 ALTERNATES AND ALLOWANCES A. Include amounts for specified Alternate Work in the Agreement in accordance with SECTION 01 23 10 ALTERNATES AND ALLOWANCES. B. Include amounts for specified Allowances for Work in the Agreement in accordance with SECTION 01 23 10 ALTERNATES AND ALLOWANCES. 1.07 RETAINAGE AND SET -OFFS A. Retainage will be withheld from each Application for Payment per the Agreement. Retainage will be released per the General Conditions. Application for Payment Procedures Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0129 00 - 5 03-11-2015 B. Reduce payments for set -offs per the General Conditions. Include Attachment C — Tabulation of Set -Offs in the Application for Payment. 1.08 PROCEDURES FOR SUBMITTING AN APPLICATION FOR PAYMENT A. Submit a draft Application for Payment to the OAR each month at least 20 days before the date established in the Agreement for Owner to make progress payments. Do not submit Applications for Payment more often than monthly. Review the draft Application for Payment with the OAR to determine concurrence with: 1. The earned value for each lump sum item including the value of properly stored and documented materials and equipment for each item in the original Contract. 2. The quantity of Work completed for each unit price item. 3. Set -offs included in the Application for Payment. 4. Values requested for materials and equipment consistent with invoices for materials and equipment. B. Submit Applications for Payment monthly through the OAR after agreement has been reached on the draft Application for Payment. 1. Number each application sequentially and include the dates for the application period. 2. Show the total amounts for earned value of original Contract performed, earned value for Work on approved Contract Amendments and Change Orders, retainage, and set- offs. Show total amounts that correspond to totals indicated on the attached tabulation for each. 3. Include Attachment A to show the earned value on each line item in the Schedule of Values for Work shown in the original Contract. 4. Include Attachment B to show the earned value on line item for approved Change Orders. Add items to Attachment B as Change Orders are approved. Change Orders must be approved before payment can be made on Change Order items. 5. Include Attachment C to document set -offs required per the Contract Documents. Show each set-off as it is applied. Show a corresponding line item to reduce the Set off amount if a payment held by a set-off is released for payment. 6. Include Attachment D to allow tracking of invoices used to support amounts requested as materials in Attachments A and B. Enter materials to show the amount of the invoice assigned to each item in Attachment A or B if an invoice includes materials used on several line items. 7. Complete the certification stating that all Work, including materials and equipment, covered by this Application for Payment have been completed or delivered and stored in accordance with the Contract Documents, that all amounts have been paid for Work, materials, and equipment for which previous payments have been made by the Owner, and that the current payment amount shown in this Application for Payment is now due. Application for Payment Procedures Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0129 00 - 6 03-11-2015 C. Submit attachments in Portable Document Format (PDF): 1. Generate attachments to the Application for Payment using the Excel spreadsheet provided. 2. Submit PDF documents with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. 1.09 RESPONSIBILITY OF OWNER'S AUTHORIZED REPRESENTATIVE A. OAR will review draft Application for Payment with Contractor to reach an agreement on the values that will be recommended for payment by the OAR. B. OAR will review Application for Payment submitted by Contractor to determine that the Application for Payment has been properly submitted and is in accordance with the agreed to draft Application for Payment. C. OAR is to either recommend payment of the Application for Payment to Owner or notify the Contractor of the OPT's reasons for not recommending payment. Contractor may make necessary corrections and resubmit the Application for Payment if it is not recommended within 10 days after receipt of the notice. OAR will review resubmitted Application for Payment and reject or recommend payment of the Application for Payment to Owner as appropriate. D. OAR's recommendation of the Application for Payment constitutes a representation by OPT that based on their experience and the information available: 1. The Work has progressed to the point indicated; 2. The quality of the Work is generally in accordance with the Contract Documents; and 3. Requirements prerequisite to payment have been met. E. This representation is subject to: 1. Further evaluation of the Work as a functioning whole; 2. The results of subsequent tests called for in the Contract Documents; or 3. Any other qualifications stated in the recommendation. F. OPT does not represent by recommending payment: 1. Inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work; or 2. Other matters or issues between the parties that might entitle Contractor to additional compensation or entitle Owner to withhold payment to Contractor may or may not exist. G. Neither OPT's review of Contractor's Work for the purposes of recommending payments nor OAR's recommendation of payment imposes responsibility on OPT: 1. To supervise, direct, or control the Work; Application for Payment Procedures Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0129 00 - 7 03-11-2015 2. For the means, methods, techniques, sequences, or procedures of construction, or safety precautions and programs; 3. For Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work; 4. To make examinations to ascertain how or for what purposes Contractor has used the monies paid on account of the Contract Price; or 5. To determine that title to the Work, materials, or equipment has passed to Owner free and clear of Liens. 1.10 FINAL APPLICATION FOR PAYMENT A. Include adjustments to the Contract Price in the final Application for Payment for: 1. Approved Change Orders and Contract Amendments, 2. Allowances not previously adjusted by Change Order, 3. Deductions for Defective Work that has been accepted by the Owner, 4. Penalties and bonuses, 5. Deductions for liquidated damages, 6. Deduction for all final set -offs, and 7. Other adjustments if needed. B. OAR will prepare a final Change Order reflecting the approved adjustments to the Contract Price which have not been covered by previously approved Change Orders and if necessary reconcile estimate unit price quantities with actual quantities. C. Submit the final Application for Payment per the General Conditions, including the final Change Order. Provide the following with the Final Application for Payment: 1. Evidence of payment or release of liens on the forms provided and as required by the General Conditions. 2. Consent from Surety to Final Payment. 1.11 PAYMENT BY OWNER A. Owner is to pay the amount recommended for monthly payments within 30 days after receipt of the OAR's recommended Application for Payment. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Application for Payment Procedures Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0129 00 - 8 03-11-2015 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT 1.00 GENERAL 1.01 MEASUREMENT AND BASIS FOR PAYMENTS ON LUMP SUM ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents for lump sum payment items. Include all direct cost for the Work associated with that lump sum item and a proportionate amount for the indirect costs as described in SECTION 01 29 00 APPLICATION FOR PAYMENT PROCEDURES for each lump sum item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the lump sum price. B. Measurement for progress payments will be made on the basis of the earned value for each item shown as a percentage of the cost for the lump sum item as described in SECTION 01 29 00 APPLICATION FOR PAYMENT PROCEDURES. Payment at Final Completion will be equal to the total lump sum amount for that item. 1.02 MEASUREMENT AND BASIS FOR PAYMENTS ON UNIT PRICE ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents in unit price payment items. Include all direct cost for the Work associated with that unit price item and a proportionate amount for the indirect costs as described in SECTION 01 29 00 APPLICATION FOR PAYMENT PROCEDURES for each unit price item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the unit price. B. Measurement for payments will be made only for the actual measured and/or computed length, area, solid contents, number, and weight, unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste, overages, and tolerances in the unit price for that line item. Measurement will be as indicated for each unit price item. 1.03 MEASUREMENT AND BASIS FOR PAYMENT FOR BASE BID ITEMS A. Bid Item A-1 - Mobilization: 1. Include the following costs in this Bid item: a. Bonds and insurance; b. Transportation and setup for equipment; c. Transportation and/or erection of all field offices, sheds, and storage facilities; d. Salaries for preparation of documents required before the first Application for Payment; e. Salaries for field personnel assigned to the Project related to the mobilization of the Project; f. Demobilization; and g. Mobilization may not exceed 5 percent of the total Contract Price. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 012901-1 Rev 01-13-2016 2. Measuring for payment is on a lump sum basis. Payment for mobilization will be based on the earned value of Work completed. B. Bid Item A-2—TCP Plan and Preparation: 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Furnishing and installing BMPs for traffic control. b. Maintaining paperwork and permitting as required by state and city regulations. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. C. Bid Item A-3 — TCP Mobilization: 1. This item shall be measured by Each 2. This item shall include but is not limited to the following work: a. Preparation and original placement of a traffic control plan. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. D. Bid Item A-4 — TCP Barrels: 1. This item shall be measured by Month 2. This item shall include but is not limited to the following work: a. Placement and Maintenance of Bid Item. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. E. Bid Item A-5 — TCP Type III Barricade: 1. This item shall be measured by Month 2. This item shall include but is not limited to the following work: a. Placement and Maintenance of Bid Item. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. F. Bid Item A-6 — TCP Sign Board: 1. This item shall be measured by Each 2. This item shall include but is not limited to the following work: a. Placement and Maintenance of Bid Item. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. G. Bid Item A-7 — TCP Sign: 1. This item shall be measured by Month Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 012901-2 Rev 01-13-2016 2. This item shall include but is not limited to the following work: a. Placement and Maintenance of Bid Item. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. H. Bid Item A-8 — SWPPP Management: 1. This item shall be measured by Lump Sum. 2. This item shall include, but is not limited to the following work: a. Providing silt fencing as illustrated on pollution prevention plan sheet. b. Prepare notices, inspections, and follow guidelines in Section 1E20 of these contract documents. c. Provide dust control using approved methods. d. Any other items required to complete the SWPPP in accordance with these contract documents that are not measured and paid for under bid item. I. Bid Item A-9 — Silt Fence: 1. This item shall be measured by Linear Foot. 2. This item shall include, but is not limited to the following work: a. Placement and maintenance of silt fence. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. J. Bid Item A-10 — Inlet Protection: 1. This item shall be measured by Each. 2. This item shall include, but is not limited to the following work: a. Placement and maintenance of inlet protection items. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. K. Bid Item A-11 — Ditch Protection: 1. This item shall be measured by Each. 2. This item shall include, but is not limited to the following work: a. placement and maintenance of ditch protection items. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. L. Bid Item A-12 — Hydromulch Seed and Fertilize: 1. Bid Item shall be measured by Acre. 2. This item shall include, but is not limited to the following work: a. Placement of Hydromulch. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 012901-3 Rev 01-13-2016 b. Care for grass until final project acceptance. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. M. Bid Item A-13 — Permanent Rock Filter Dam: 1. This item shall be measured by Each. 2. This item shall include, but is not limited to the following work: a. Surface preparation, filter fabric, anchors, steel, rock, placement, and construction. b. These items shall be permanent. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. N. Bid Item A-14 — Ozone Action Day: 1. This item shall be measured by Day. 2. This item shall include Monetary loss caused by inability to work on officially announced Ozone Action Days. O. Bid Item B-1 — Clear and Grub Right of Way: 1. This item shall be measured by Acre. 2. This item shall include all items required to complete this bid item in accordance with these contract documents. P. Bid Item B-2 — Roadway Excavation: 1. This item shall be measured by Square Yard. 2. This item shall include, but is not limited to the following work: a. Demolition of existing roadway; b. Removal of material from the site; c. Removal of existing subgrade to supply the proper finished grade; d. Haul off of excess dirt; e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. Q. Bid Item B-3 — 2" Type 'D' HMAC: 1. This item shall be measured by Square Yard. 2. This item shall include, but is not limited to the following work: a. Materials. b. Plant for Production. c. Hauling. d. Tack coat. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 012901-4 Rev 01-13-2016 e. Placement and Compaction of HMAC. f. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. R. Bid Item B-4 — 4" Type 'B' H MAC: 1. This item shall be measured by Square Yard. 2. This item shall include, but is not limited to the following work: a. Materials. b. Plant for Production. c. Hauling. d. Tack coat. e. Placement and Compaction of HMAC. f. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. S. Bid Item B-5 — Prime Coat: 1. This item shall be measured by Square Yard. 2. This item shall include, but is not limited to the following work: a. Application and maintenance of seal coat. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. T. Bid Item B-6 — 14" Limestone Base (TY A GR. 1-2 (In 2 Lifts)): 1. This item shall be measured by Square Yard. 2. This item shall include but is not limited to the following work: a. Furnish and install all base material. b. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. U. Bid Item B-7 — Geogrid (TX -5): 1. This item shall be measured by Square Yard. 2. This item shall include but is not limited to the following work: a. Furnish and install Geogrid. b. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. V. Bid Item B-8 — 12" Compacted Subgrade: 1. This item shall be measured by Square Yard. 2. This item shall include but is not limited to the following work: a. Grading and compaction of subgrade. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 012901-5 Rev 01-13-2016 b. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. W. Bid Item B-9 — Cycle Track: 1. This item shall be measured by Square Foot. 2. This item shall include, but is not limited to the following work: a. Furnish and install subgrade preparation; b. Furnish and install concrete, reinforcement, and jointing. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. X. Bid Item B-10 — Asphalt Driveway: 1. This item shall be measured by Square yard. 2. This item shall include but is not limited to the following work: a. Furnishing and installing subgrade preparation, base materials, prime coats, tack coats, and HMAC. b. Grading. c. Demolition and excavation in association with this bid item, excluding the curb and gutter which is paid separately. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. Y. Bid Item B-11 — Concrete Driveway: 1. This item shall be measured by Square Foot. 2. This item shall include, but is not limited to the following work: a. Furnish and install subgrade preparation, concrete, reinforcement, and jointing. b. Pavement shall begin and end at the point where the sidewalk joints to the thicker section require for the driveway. c. Base and or sub -base repair as required to transition driveway to existing. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. Z. Bid Item B-12 — 4" Reinforced Concrete Median: 1. This item shall be measured by the Square Foot. 2. This item shall include but is not limited to the following work: a. Placement of concrete b. Providing, placing, and compacting subgrade c. Formwork d. Reinforcement Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 012901-6 Rev 01-13-2016 e. Stamping and staining of concrete surface f. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item AA. Bid Item B-13 — HMAC Pavement Transitions: 1. This item shall be measured by Square Yard. 2. This item shall include, but is not limited to the following work: a. Demolition, saw -cutting, removal and disposal of existing material; b. Furnish and install HMAC material; c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. BB. Bid Item B-14 — Pavement Marking (Y) (4") (SLD+BRK) (DBL): 1. This Item shall be measured by Linear Foot. 2. This Item shall include, but is limited to the following work: a. Materials, Labor, and Equipment. b. Surface Preparation. c. Paint and Thermoplastic Markings. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. CC. Bid Item B-15 — Pavement Marking (Y) (4") (SLD) (DBL): 1. This Item shall be measured by Linear Foot. 2. This Item shall include, but is limited to the following work: a. Materials, Labor, and Equipment. b. Surface Preparation. c. Paint and Thermoplastic Markings. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. DD. Bid Item B-16 — Pavement Marking (Y) (12") (SLD): 1. This Item shall be measured by Linear Foot. 2. This Item shall include, but is limited to the following work: a. Materials, Labor, and Equipment. b. Surface Preparation. c. Paint and Thermoplastic Markings. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 012901-7 Rev 01-13-2016 EE. Bid Item B-17 — Pavement Marking (W) (4") (BRK): 1. This Item shall be measured by Linear Foot. 2. This Item shall include, but is limited to the following work: a. Materials, Labor, and Equipment. b. Surface Preparation. c. Paint and Thermoplastic Markings. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. FF. Bid Item B-18 — Pavement Marking (W) (8") (SLD): 1. This Item shall be measured by Linear Foot. 2. This Item shall include, but is limited to the following work: a. Materials, Labor, and Equipment. b. Surface Preparation. c. Paint and Thermoplastic Markings. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. GG. Bid Item B-19 — Pavement Marking (W) (12") (SLD): 1. This Item shall be measured by Linear Foot. 2. This Item shall include, but is limited to the following work: a. Materials, Labor, and Equipment. b. Surface Preparation. c. Paint and Thermoplastic Markings. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. HH. Bid Item B-20 — Pavement Marking (W) (Arrow): 1. This Item shall be measured by Each. 2. This Item shall include, but is limited to the following work: a. Materials, Labor, and Equipment. b. Surface Preparation. c. Paint and Thermoplastic Markings. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. II. Bid Item B-21 — Pavement Marking (W) (Only): 1. This Item shall be measured by Each. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 012901-8 Rev 01-13-2016 2. This Item shall include, but is limited to the following work: a. Materials, Labor, and Equipment. b. Surface Preparation. c. Paint and Thermoplastic Markings. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. It Bid Item B-22 — Pavement Marking (Crosswalk): 1. This Item shall be measured by Each. 2. This Item shall include, but is limited to the following work: a. Materials, Labor, and Equipment. b. Surface Preparation. c. Paint and Thermoplastic Markings. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. KK. Bid Item B-23 — R9-7 12"x18" (Keep left/Keep right): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Furnishing and installing sign, pole, base, and hardware b. Anti -graffiti coatings c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. LL. Bid Item B-24 — W11-15 30"x30" (Bike and Ped Xing): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Furnishing and installing sign, pole, base, and hardware b. Anti -graffiti coatings c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. MM.Bid Item B-25 — R1-1 36"x36" (STOP): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Furnishing and installing sign, pole, base, and hardware b. Anti -graffiti coatings c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 012901-9 Rev 01-13-2016 NN. Bid Item B-26 — R9-6 12"x18" (Yield to Ped): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Furnishing and installing sign, pole, base, and hardware b. Anti -graffiti coatings c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. 00. Bid Item B-27 — R2-1 24"x30" (Speed Limit): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Furnishing and installing sign, pole, base, and hardware b. Anti -graffiti coatings c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. PP. Bid Item B-28 — R5-3 24"x24" (No Motor Vehicles): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Furnishing and installing sign, pole, base, and hardware b. Anti -graffiti coatings c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. QQ. Bid Item B-29 — R3-8 LSR 48"x30" (3 Lane Turn Control): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Furnishing and installing sign, pole, base, and hardware b. Anti -graffiti coatings c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. RR. Bid Item B-30 — W1 -8R 18"x24" (Chevron Arrow): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Furnishing and installing sign, pole, base, and hardware b. Anti -graffiti coatings c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-10 Rev 01-13-2016 SS. Bid Item B-31 — Raised Pavement Marker (TY I -C): 1. This Item shall be measured by Lump Sum. 2. This Item shall include, but is limited to the following work: a. Materials, Labor, and Equipment. b. Surface Preparation. c. Mastic. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. TT. Bid Item B-32 — Raised Pavement Marker (TY II -A -A): 1. This Item shall be measured by Lump Sum. 2. This Item shall include, but is limited to the following work: a. Materials, Labor, and Equipment. b. Surface Preparation. c. Mastic. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. UU. Bid Item B-33 — Remove Existing Driveway: 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Demolition of Existing Driveway. b. Removal of material from the site. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. VV. Bid Item B-34 — Remove and Replace Fence: 1. This item shall be measured Linear Foot 2. This item shall include but is not limited to the following work: a. Furnish and installing materials. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. WW. Bid Item B-35 — Pavement Repair: 1. This item shall be measured by Square yard. 2. This item shall include but is not limited to the following work: a. Furnishing and installing subgrade preparation, base materials, prime coats, tack coats, and HMAC. b. Grading. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-11 Rev 01-13-2016 c. Demolition and excavation in association with this bid item. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. XX. Bid Item B-36 — Metal Beam Guard Fence: 1. This item shall be measured by Linear Foot 2. This item shall include but is not limited to the following work: a. Furnishing and installing Metal Beam Guard Fence. b. Site work and pavement repair as required for installation of guard fence. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. YY. Bid Item B-37 — Allowance for Unanticipated Street Improvement: 1. This item shall be measured by Lump Sum. 2. This item shall include but is not limited to the following work: a. Any Street Improvements not covered by a bid item. b. Prices must be negotiated for each item. ZZ. Bid Item C-1 — Bus Stop Shelter Pad (300 SF): 1. This item shall be measured by Each bus stop shelter pad. 2. This item shall include, but is not limited to the following work: a. Furnish and install subgrade preparation, concrete, reinforcement, and jointing. b. Pavement shall begin and end at the point where the sidewalk joints to the thicker section required for the bus stop shelter pad. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. AAA. Bid Item C-2 — Roadway Bus Pad (60' X 1 Lane): 1. This item shall be measured by Each roadway bus pad. 2. This item shall include, but is not limited to the following work: a. Placement of Concrete. b. Providing, Placing, and Compacting Subgrade. c. Formwork. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. BBB. Bid Item C-3 — Allowance for Unanticipated RTA Improvement: 1. This item shall be measured by Lump Sum. 2. This item shall include but is not limited to the following work: a. Any RTA Improvements not covered by a bid item. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-12 Rev 01-13-2016 3. Prices must be negotiated for each item. CCC. Bid Item D-1— Sidewalk: 1. This item shall be measured by Square Foot. 2. This item shall include, but is not limited to the following work: a. Furnish and install subgrade preparation; b. Furnish and install concrete, reinforcement, and jointing. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. DDD. Bid Item D-2 — Accessible Ramps: 1. This item shall be measured by Each. 2. This item shall include, but is not limited to the following work: a. Furnish and install concrete, reinforcement, jointing, truncated domes, and curb surrounding ramps; b. Pavement shall begin and end at the high point of the sloped at each end of the accessible "ramp" and include all landing and additional retaining curb relative to Accessible ramp; c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. EEE. Bid Item E-1— Area 'C' Ditch Excavation and Grading: 1. This item shall be measured by the in-place Square Yard as determined by Urban Engineering using an on the ground survey and a proposed surface. 2. This item shall include but is not limited to the following work: a. Excavation of the ditch around the "Ditch" alignment/baseline. b. Filling and Grading of material in association with construction the ditch and Paul Jones Improvements. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. FFF. Bid Item E-2 — Holly Road Ditch Excavation and Grading: 1. This item shall be measured by the Linear Foot. 2. This item shall include but is not limited to the following work: a. Excavation of the ditch around the "Ditch" alignment/baseline. b. Filling and Grading of material in association with construction the ditch and Paul Jones Improvements. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-13 Rev 01-13-2016 GGG. Bid Item E-3 — Channel Liner: 1. This item shall be measured by Square Yard 2. This item shall include but is not limited to the following work: a. Furnishing and installing channel liner b. Minor grading, dirt work, staking, etc. as required to install per specifications. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. HHH. Bid Item E-4 — Hydromulch Seed and Fertilize: 1. Bid Item shall be measured by Acre. 2. This item shall include, but is not limited to the following work: a. Placement of Hydromulch. b. Care for grass until final project acceptance. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. III. Bid Item E-5— 5' Curb Inlet: 1. This item shall be measured by Each. 2. This item shall include, but is not limited to the following work: a. Reinforced Concrete installed by open cut excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Excavation required to perform work. c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. f. Dewatering as required. g. Any other items required to complete this bid item in accordance with these contract documents that are not paid under this bid item. JJJ. Bid Item E-6 — 6" Curb: 1. This item shall be measured by Linear Foot. 2. This item shall include but is not limited to the following work: a. Furnishing and installing curb inlet extensions. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. KKK. Bid Item E-7 — Storm RCB w/Ring and Cover. 1. This item shall be measured by Each. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-14 Rev 01-13-2016 2. This item shall include but is not limited to the following work: a. Excavation required to perform work. b. Furnishing and installing any extensions, corbels, rings, spacers, covers, etc. required to complete the bid item. c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Dewatering as required. f. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. LLL. Bid Item E-8 —Tie To Existing Stub (Ennis Joslin Sta 30+00): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Excavation required to perform work. b. Furnishing and installing pipe, gasket, and any other materials required. c. Furnishing and installing bedding and backfill. d. Dewatering as required. e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. MMM. Bid Item E-9 — 18" RCP: 1. This item shall be measured by Linear Foot along the flow line of pipe. 2. This item shall include but is not limited to the following work: a. "Reinforced Concrete Pipe" installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Trenching required to perform work. c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. f. Dewatering as required. g. Any other items required to complete this bid item in accordance with these contract documents that are not paid under this bid item. NNN. Bid Item E-10 — 24" RCP: 1. This item shall be measured by Linear Foot along the flow line of pipe. 2. This item shall include but is not limited to the following work: Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-15 Rev 01-13-2016 a. "Reinforced Concrete Pipe" installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Trenching required to perform work. c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. f. Dewatering as required. g. Any other items required to complete this bid item in accordance with these contract documents that are not paid under this bid item. 000. Bid Item E-11 — 30" RCP: 1. This item shall be measured by Linear Foot along the flow line of pipe. 2. This item shall include but is not limited to the following work: a. "Reinforced Concrete Pipe" installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Trenching required to perform work. c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. f. Dewatering as required. g. Any other items required to complete this bid item in accordance with these contract documents that are not paid under this bid item. PPP. Bid Item E-12 — 36" RCP: 1. This item shall be measured by Linear Foot along the flow line of pipe. 2. This item shall include but is not limited to the following work: a. "Reinforced Concrete Pipe" installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Trenching required to perform work. c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. f. Dewatering as required. g. Any other items required to complete this bid item in accordance with these contract documents that are not paid under this bid item. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-16 Rev 01-13-2016 CZCZCz. Bid Item E-13 — 2'X2' RCB: 1. This item shall be measured by Linear Foot along the flow line of pipe. 2. This item shall include but is not limited to the following work: a. "Reinforced Concrete Pipe" installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Trenching required to perform work. c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. f. Dewatering as required. g. Any other items required to complete this bid item in accordance with these contract documents that are not paid under this bid item. RRR. Bid Item E-14 — 3'X2' RCB: 1. This item shall be measured by Linear Foot along the flow line of pipe. 2. This item shall include but is not limited to the following work: a. "Reinforced Concrete Box" installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Trenching required to perform work. c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. f. Dewatering as required. g• Any other items required to complete this bid item in accordance with these contract documents that are not paid under this bid item. SSS. Bid Item E-15 — 4'X2' RCB: 1. This item shall be measured by Linear Foot along the flow line of pipe. 2. This item shall include but is not limited to the following work: a. "Reinforced Concrete Box" installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Trenching required to perform work. c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-17 Rev 01-13-2016 f. Dewatering as required. g. Any other items required to complete this bid item in accordance with these contract documents that are not paid under this bid item. TTT. Bid Item E-16 — 5'X2' RCB: 1. This item shall be measured by Linear Foot along the flow line of pipe. 2. This item shall include but is not limited to the following work: a. "Reinforced Concrete Box" installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Trenching required to perform work. c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. f. Dewatering as required. g. Any other items required to complete this bid item in accordance with these contract documents that are not paid under this bid item. UUU. Bid Item E-17 — 6'X2' RCB: 1. This item shall be measured by Linear Foot along the flow line of pipe. 2. This item shall include but is not limited to the following work: a. "Reinforced Concrete Box" installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Trenching required to perform work. c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. f. Dewatering as required. g. Any other items required to complete this bid item in accordance with these contract documents that are not paid under this bid item. VVV.Bid Item E-18 — 6'X3' RCB: 1. This item shall be measured by Linear Foot along the flow line of pipe. 2. This item shall include but is not limited to the following work: a. "Reinforced Concrete Box" installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Trenching required to perform work. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-18 Rev 01-13-2016 c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. f. Dewatering as required. g. Any other items required to complete this bid item in accordance with these contract documents that are not paid under this bid item. WWW. Bid Item E-19 — 8'X3' RCB: 1. This item shall be measured by Linear Foot along the flow line of pipe. 2. This item shall include but is not limited to the following work: a. "Reinforced Concrete Box" installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Trenching required to perform work. c. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. f. Dewatering as required. g. Any other items required to complete this bid item in accordance with these contract documents that are not paid under this bid item. XXX. Bid Item E-20 — 4" Concrete Riprap: 1. This item shall be measured by Square Foot. 2. This item shall include but is not limited to the following work: a. Excavation required to perform work. b. Furnishing and installing concrete, reinforcement, and jointing materials. c. Furnishing and installing bedding and backfill. d. Formwork e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. YYY. Bid Item E-21 — 18" Tie to 6'x3' RCB (Area 'C' Ditch Sta 33+85): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. any additional cost of construction for the RCB or RCP pipes created by connecting the culverts. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-19 Rev 01-13-2016 ZZZ. Bid Item E-22 — End Treatment SETB-PD (2'x2' RCB) (Ennis Joslin Sta 5+50): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Excavation required to perform work. b. Furnishing and installing concrete, reinforcement, and jointing materials, if used. c. Furnishing and installing bedding and backfill. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. AAAA. Bid Item E-23 — End Treatment Outfall 'C' (Ennis Joslin Sta 17+83): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Excavation required to perform work. b. Furnishing and installing concrete, reinforcement, and jointing materials, if used. c. Furnishing and installing bedding and backfill. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. BBBB. Bid Item E-24 — End Treatment 3x18" Outfall (Area 'C' Ditch)(Sta 32+20): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Excavation required to perform work. b. Furnishing and installing concrete, reinforcement, and jointing materials, if used. c. Furnishing and installing bedding and backfill. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. CCCC. Bid Item E-25 — End Treatment 3x18" Outfall (Area 'C' Ditch)(Ditch Sta 33+16): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Excavation required to perform work. b. Furnishing and installing concrete, reinforcement, and jointing materials, if used. c. Furnishing and installing bedding and backfill. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. DDDD. Bid Item E-26 — End Treatment CH -FW -O (Area 'C' Ditch)(Ditch Sta 33+82): 1. This item shall be measured by Each. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-20 Rev 01-13-2016 2. This item shall include but is not limited to the following work: a. Excavation required to perform work. b. Furnishing and installing concrete, reinforcement, and jointing materials, if used. c. Furnishing and installing bedding and backfill. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. EEEE. Bid Item E-27 — End Treatment PW Headwall (Area 'C' Ditch)(VARIOUS STA): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Excavation required to perform work. b. Furnishing and installing concrete, reinforcement, and jointing materials, if used. c. Furnishing and installing bedding and backfill. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. FFFF. Bid Item E-28 — End Treatment PW Headwall (Area 'C' Ditch)(Ditch Sta 34+25): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Excavation required to perform work. b. Furnishing and installing concrete, reinforcement, and jointing materials, if used. c. Furnishing and installing bedding and backfill. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. GGGG. Bid Item E-29 — End Treatment TXDOT SETB-PD (HOLLY, VARIOUS STA): 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Excavation required to perform work. b. Furnishing and installing concrete, reinforcement, and jointing materials, if used. c. Furnishing and installing bedding and backfill. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. HHHH. Bid Item E-30 — Gabion Basket: 1. This item shall be measured by Cubic Yards. 2. This item shall include but is not limited to the following work: a. Gabion baskets, rock, filling methods, and placement techniques Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-21 Rev 01-13-2016 b. Any anchors, ties, or fasteners between gabions or other surfaces as required. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. 1111. Bid Item E-31 — 18" RCP Outfall Through Gabion: 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Any cost associated with creating an outfall through a gabion. b. Any materials or methods which cause increase to the cost of constructing the gabion or pipe around the outfall. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. JJJJ. Bid Item E-32 — Pedestrian Guard Rail: 1. This item shall be measured by Each. 2. This item shall include but is not limited to the following work: a. Materials and installation for pedestrian guard rails b. Base preparation c. Shop drawings d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. KKKK. Bid Item E-33 — Outfall Removal (Area 'C' Ditch)(Sta 26+25): 1. This item shall be measured by Each 2. This item shall include but is not limited to the following work: a. Demolition of Storm pipe b. Removal of material from site. c. Backfill and compaction as necessary. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. LLLL. Bid Item E-34 — OSHA Trench Safety: 1. Bid item shall be measured by Linear Foot of trench regardless of depth. 2. This item shall include, but is not limited to the following work: a. Trench safety shall be provided for any excavation or any part of a trench regardless of depth and shall include the cost to provide trench safety as required by OSHA at the time of construction. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-22 Rev 01-13-2016 MMMM. Bid Item E-35 — OSHA Inlet/Manhole Safety: 1. This Item shall be measured by Each regardless of depth. 2. This Item shall include, but is not limited to the following work: a. Safety shall be provided for any excavation over 18". b. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. NNNN. Bid Item E-36 — Allowance for Unanticipated Drainage Improvement: 1. This item shall be measured by Lump Sum. 2. This item shall include but is not limited to the following work: a. Any Drainage Improvements not covered by a bid item. 3. Prices must be negotiated for each item. 0000. Bid Item F-1 — 8" PVC C-900 Water Line: 1. This item shall be measured by Linear Foot of pipe installed. 2. This item shall include, but is not limited to the following work: a. Pipe installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Furnishing and installing pipe with No. 12 copper coated W. P. detector wire. c. Hydrostatic testing and flushing of completed lines. d. Sterilizing of completed water lines. e. Placing and compacting backfill. f. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. PPPP. Bid Item F-2 — 12" Water Line Adjustment: 1. This item shall be measured by Each 2. This item shall include but is not limited to the following work: a. Coordination required to operate water main as necessary. b. Furnishing and installing ductile iron fittings, joints, restraints, thrust blocking etc. c. Furnishing and installing Ductile Iron Pipe. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. QQQQ. Bid Item F-3 — 8" Ductile Iron Water Line: 1. This Item shall be measured by the Linear Foot of pipe installed. 2. This Item shall include, but is not limited to the following work required to: Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-23 Rev 01-13-2016 a. Pipe installed by open cut trench excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Furnishing and installing pipe with a # 12 copper coated W.P. detector wire. c. Hydrostatic testing and flushing of completed lines. d. Sterilizing of completed water lines. e. Placing and compacting backfill. f. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. RRRR. Bid Item F-4 — 12"x8" Tapping Sleeve, 8" Tapping Valve: 1. This Item shall be measured by Each. 2. This Item includes, but is not limited to the following work: a. Trench excavation including removing all material encountered and disposing of all unsuitable and/or excess material b. Furnishing and installing the corp stop and appropriate sized tapping gate valve including the cost of furnishing and installing any adapters, retainer glands, taps, blow off valves or special fittings required to complete the installation ready for use in the appropriate bid item. c. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. SSSS. Bid Item F-5 — 8" Gate Valve: 1. This item shall be measured by Each valve and box. 2. This item shall include, but is not limited to the following work: a. Furnish and install valve specified. b. Furnish and install hardware adaptor and gaskets necessary. c. Furnish and install valve boxes with covers. Top of valve boxes shall match finished grade. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. TTTT. Bid Item F-6 — 8" x 8"x 8" Tee: 1. This Item shall be measured by Each ductile iron fitting. 2. This Item shall include, but is not limited to the following work: a. Furnish and install ductile iron fitting. b. Embedment. c. Furnish and Install Polyethylene Wrap. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-24 Rev 01-13-2016 UUUU. Bid Item F-7 — 8"X6" Reducer: 1. This Item shall be measured by Each ductile iron fitting. 2. This Item shall include, but is not limited to the following work: a. Furnish and install ductile iron fitting. b. Embedment. c. Furnish and Install Polyethylene Wrap. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. VVVV. Bid Item F-8— 8" Ductile Iron Bend: 1. This Item shall be measured by Each ductile iron fitting. 2. This Item shall include, but is not limited to the following work: a. Furnish and install ductile iron fitting. b. Embedment. c. Furnish and Install Polyethylene Wrap. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. WWWW. Bid Item F-9 — Fire Hydrant Assembly (Type 1): 1. Bid item shall be measured by Each fire hydrant assembly listed in the proposal and illustrated on the plans. 2. This item shall include, but is not limited to the following work: a. Supplying and installing all fittings, tees, bends, adapters and pipe required on plans, including excavation and backfilling. b. Supply and installing the fire hydrant, gate valve and box. c. Grading and cleaning up the affected area. d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. XXXX. Bid Item F-10 — 8" Cap: 1. This Item shall be measured by Each ductile iron fitting. 2. This Item shall include, but is not limited to the following work: a. Furnish and install ductile iron fitting. b. Embedment. c. Furnish and Install Polyethylene Wrap. d. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-25 Rev 01-13-2016 YYYY. Bid Item F-11 — Valve Box Adjustment: 1. This item shall be measured by Lump Sum. 2. This item shall include, but is not limited to the following work: a. Adjustment of valve box and covers to within tolerances defined in the specifications. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. ZZZZ. Bid Item F-12 — OSHA Trench Safety: 1. This Item shall be measured by the Linear Foot of trench regardless of depth. 2. This Item shall include, but is not limited to the following work: a. Trench Safety shall be provided for any excavation or any part of a trench regardless of depth and shall include the cost to provide trench safety as set out in Subsection 2B3 "Trench Excavation". b. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. AAAAA. Bid Item F-13 — Allowance for Unanticipated Water Improvement: 1. This item shall be measured by Lump Sum. 2. This item shall include but is not limited to the following work: a. Any Water Improvements not covered by a bid item. 3. Prices must be negotiated for each item. BBBBB. Bid Item G-1 — 8" PVC SDR -26 Wastewater Main (8' to 10'): 1. This item shall be measured by Linear Foot 2. This item shall include but is not limited to the following work: a. Supplying and installing pipe. b. Excavation required to perform work. c. Furnishing and installing bedding and backfill. d. Furnishing and installing protective measures for utilities with minimal clearance. e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. CCCCC. Bid Item G-2 — 8" PVC SDR -26 Wastewater Main (12' to 14'): 1. This item shall be measured by Linear Foot 2. This item shall include but is not limited to the following work: a. Supplying and installing pipe. b. Excavation required to perform work. c. Furnishing and installing bedding and backfill. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-26 Rev 01-13-2016 d. Furnishing and installing protective measures for utilities with minimal clearance. e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. DDDDD. Bid Item G-3 — 8" PVC SDR -26 Wastewater Main (14'-16'): 1. This item shall be measured by Linear Foot 2. This item shall include but is not limited to the following work: a. Supplying and installing pipe. b. Excavation required to perform work. c. Furnishing and installing bedding and backfill. d. Furnishing and installing protective measures for utilities with minimal clearance. e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. EEEEE. Bid Item G-4 — 10" PVC SDR -26 Wastewater Main (8'-10'): 1. This item shall be measured by Linear Foot 2. This item shall include but is not limited to the following work: a. Supplying and installing pipe. b. Excavation required to perform work. c. Furnishing and installing bedding and backfill. d. Furnishing and installing protective measures for utilities with minimal clearance. e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. FFFFF. Bid Item G-5 — 10" PVC SDR -26 Wastewater Main (10'-12'): 1. This item shall be measured by Linear Foot 2. This item shall include but is not limited to the following work: a. Supplying and installing pipe. b. Excavation required to perform work. c. Furnishing and installing bedding and backfill. d. Furnishing and installing protective measures for utilities with minimal clearance. e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. GGGGG. Bid Item G-6 — 10" PVC SDR -26 Wastewater Main (12'-14'): 1. This item shall be measured by Linear Foot 2. This item shall include but is not limited to the following work: a. Supplying and installing pipe. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-27 Rev 01-13-2016 b. Excavation required to perform work. c. Furnishing and installing bedding and backfill. d. Furnishing and installing protective measures for utilities with minimal clearance. e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. HHHHH. Bid Item G-7 — 10" PVC SDR -26 Wastewater Main (14'-16'): 1. This item shall be measured by Linear Foot 2. This item shall include but is not limited to the following work: a. Supplying and installing pipe. b. Excavation required to perform work. c. Furnishing and installing bedding and backfill. d. Furnishing and installing protective measures for utilities with minimal clearance. e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. 11111. Bid Item G-8 — 12" PVC SDR -26 Wastewater Main (14'-16'): 1. This item shall be measured by Linear Foot 2. This item shall include but is not limited to the following work: a. Supplying and installing pipe. b. Excavation required to perform work. c. Furnishing and installing bedding and backfill. d. Furnishing and installing protective measures for utilities with minimal clearance. e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. JJJJJ. Bid Item G-9 — 12" PVC SDR -26 Wastewater Main (16'-18'): 1. This item shall be measured by Linear Foot 2. This item shall include but is not limited to the following work: a. Supplying and installing pipe. b. Excavation required to perform work. c. Furnishing and installing bedding and backfill. d. Furnishing and installing protective measures for utilities with minimal clearance. e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. KKKKK. Bid Item G-10 — 5' Doghouse Manhole, 15' depth: 1. This item shall be measured by Each Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-28 Rev 01-13-2016 2. This item shall include but is not limited to the following work: a. Furnish and install manhole. b. Excavation required to construct manhole. c. Replacement of any pipe destroyed or removed in manhole construction. d. Well pointing required for manhole construction e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. LLLLL. Bid Item G-11 — 5' Fiberglass Manhole, Up to 6' depth: 1. This item shall be measured by Each 2. This item shall include but is not limited to the following work: a. Furnish and install manhole. b. Excavation required to construct manhole. c. Replacement of any pipe destroyed or removed in manhole construction. d. Well pointing required for manhole construction e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. MMMMM. Bid Item G-12 — 5' Fiberglass Manhole, > 6' depth: 1. This item shall be measured by Linear Foot of depth greater than 6' from final rim. 2. This item shall include but is not limited to the following work: a. Increased excavation depth and length of manhole structures. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. NNNNN. Bid Item G-13 — 4' Fiberglass Manhole, Up to 6' depth: 1. This item shall be measured by Each 2. This item shall include but is not limited to the following work: a. Furnish and install manhole. b. Excavation required to construct manhole. c. Replacement of any pipe destroyed or removed in manhole construction. d. Well pointing required for manhole construction e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. 00000. Bid Item G-14 — 4' Fiberglass Manhole, > 6' depth: 1. This item shall be measured by Linear Foot of depth greater than 6' from final rim. 2. This item shall include but is not limited to the following work: Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-29 Rev 01-13-2016 a. Increased excavation depth and length of manhole structures. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. PPPPP. Bid Item G-15 — Well Pointing: 1. This item shall be measured by Linear Foot. 2. This item shall include but is not limited to the following work: a. Furnishing, installing, and operating pump systems to control influx of water into trenches for utility installations. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. QQQQQ. Bid Item G-16 — Allowance for Disposal of Contaminated Groundwater: 1. This item shall be measured by Lump Sum 2. This item shall include but is not limited to the following work: a. Cost of coordination, treating, and/or disposing of contaminating groundwater. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. 3. The cost each item or occurrence shall be negotiated. RRRRR. Bid Item G-17 — OSHA Trench Safety: 1. Bid item shall be measured by Linear Foot of trench regardless of depth. 2. This item shall include, but is not limited to the following work: a. Trench safety shall be provided for any excavation or any part of a trench regardless of depth and shall include the cost to provide trench safety as required by OSHA at the time of construction. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. SSSSS. Bid Item G-18 — OSHA Manhole Safety: 1. This Item shall be measured by Each regardless of depth. 2. This Item shall include, but is not limited to the following work: a. Safety shall be provided for any excavation over 18". b. Any other items required to complete the bid item in accordance with these contract documents that are not measured and paid for under this bid item. TTTTT. Bid Item G-19 — Allowance for Unanticipated Wastewater Improvement: 1. This item shall be measured by Lump Sum. 2. This item shall include but is not limited to the following work: a. Any Wastewater Improvements not covered by a bid item. b. Prices must be negotiated for each item. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-30 Rev 01-13-2016 UUUUU. Bid Item H-1— 2" Schedule 80 PVC Conduit with pull tape: 1. This item shall be measured by Linear Foot. 2. This item shall include but is not limited to the following work: a. Supplying and installing pipe. b. Excavation required to perform work. c. Furnishing and installing bedding and backfill. d. Furnishing and installing protective measures for utilities with minimal clearance. e. Furnishing and installing pull tape. f. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. VVVVV. Bid Item H-2 — Ground Box Placement: 1. This item shall be measured by each. 2. This item shall include but is not limited to the following work: a. Coordination with city for MIS ground boxes b. Excavation required to perform work. c. Furnishing and installing bedding and backfill. d. Installation of ground boxes. e. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. WWWWW. Bid Item 1-1—Trench Backfill & Compaction for Gas Mains: 1. This item shall be measured by Linear Foot. 2. This item shall include but is not limited to the following work: a. Furnishing and installing bedding and backfill. b. Materials, labor, and coordination as required. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. XXXXX. Bid Item 1-2 — OSHA Trench Safety: 1. Bid item shall be measured by Linear Foot of trench regardless of depth. 2. This item shall include, but is not limited to the following work: a. Trench safety shall be provided for any excavation or any part of a trench regardless of depth and shall include the cost to provide trench safety as required by OSHA at the time of construction. b. Any other items required to complete this Bid Item in accordance with these contract documents that are not measured and paid under bid item. Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-31 Rev 01-13-2016 1.04 MEASUREMENT AND BASIS FOR PAYMENT FOR ALTERNATES AND ALLOWANCES (NOT USED) A. Alternative Asphalt Street Section — FILL THIS IN: 1. This item shall be measured by the Lump Sum. 2. This item shall include but is not limited to the following work: a. Any cost reduction caused by removing the items required to construct the typical asphalt street section on sheet 11 of the plans. b. Any cost addition caused by adding the items required to construct the alternative asphalt street section on sheet 11 of the plans. c. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Measurement and Basis for Payment Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 29 01-32 Rev 01-13-2016 01 3100 PROJECT MANAGEMENT AND COORDINATION 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish resources required to complete the Project with an acceptable standard of quality within the Contract Times. B. Construct Project in accordance with current safety practices. C. Manage Site to allow access to Site and control construction operations. D. Construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. E. Provide temporary controls for pollutions, management of water and management of excess earth as required in SECTION 01 57 00 TEMPORARY CONTROLS. 1.02 QUALITY ASSURANCE A. Employ competent workmen, skilled in the occupation for which they are employed. Provide Work meeting quality requirements of the Contract Documents. B. Remove Defective Work from the Site immediately unless provisions have been made and approved by the OPT to allow repair of the product at the Site. Clearly mark Work as Defective until it is removed or allowable repairs have been completed. 1.03 DOCUMENT SUBMITTAL A. Provide documents in accordance with SECTION 01 33 00 DOCUMENT MANAGEMENT. 1. Provide copies of Supplier's printed storage instructions prior to furnishing materials or products and installation instructions prior to beginning the installation. 2. Incorporate field notes, sketches, recordings, and computations made by the Contractor in Record Drawings. 1.04 PERMITS A. Obtain building permits for the Project from the local authorities having jurisdiction. Pay building permit fees and include this cost in the Contract Price. B. Obtain environmental permits required for construction at the Site. C. Provide required permits for transporting heavy or oversized loads. D. Provide other permits required to conduct any part of the Work. E. Arrange for inspections and certification by agencies having jurisdiction over the Work. F. Make arrangements with private utility companies and pay for fees associated with obtaining services, or for inspection fees. G. Retain copies of permits and licenses at the Site and observe and comply with all regulations and conditions of the permit or license. Project Management and Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 31 00 - 1 Rev 01-13-2016 1.05 SAFETY REQUIREMENTS A. Manage safety to protect the safety and welfare of persons at the Site. B. Provide safe access to move through the Site. Provide protective devices to warn and protect from hazards at the Site. C. Provide safe access for those performing tests and inspections. D. Comply with latest provisions of the Occupational Health and Safety Administration and other Laws and Regulation. E. Cooperate with accident investigations. Provide two copies of all reports, including insurance company reports, prepared concerning accidents, injury, or death related to the Project to the OAR as Record Data per SECTION 01 33 03 RECORD DATA. 1.06 ACCESS TO THE SITE A. Maintain access to the facilities at all times. Do not obstruct roads, pedestrian walks, or access to the various buildings, structures, stairways, or entrances. Provide safe access for normal operations during construction. B. Provide adequate and safe access for inspections. Leave ladders, bridges, scaffolding, and protective equipment in place until inspections have been completed. Construct additional safe access if required for inspections. C. Use roadways for construction traffic only with written approval of the appropriate representatives of each entity. Roadways may not be approved for construction traffic. Obtain written approval to use roads to deliver heavy or oversized loads to the Site. Furnish copies of the written approvals to the Owner as Record Data per SECTION 01 33 03 RECORD DATA. 1.07 CONTRACTOR'S USE OF SITE A. Limit the use of Site for Work and storage to those areas designated on the Drawings or approved by the OAR. Coordinate the use of the premises with the OAR. B. Provide security at the Site as necessary to protect against vandalism and loss by theft. C. Do not permit alcoholic beverages or illegal substances on the Site. Do not allow persons under the influence of alcoholic beverages or illegal substances to enter or remain on the Site at any time. Persons on Site under the influence of alcoholic beverages or illegal substances will be permanently prohibited from returning to the Site. Criminal or civil penalties may also apply. D. Park construction equipment in designated areas only and provide spill control measures as discussed in SECTION 01 57 00 TEMPORARY CONTROLS. E. Park employees' vehicles in designated areas only. F. Obtain written permission of the Owner before entering privately -owned land outside of the Owner's property, rights-of-way, or easements. G. Do not allow the use of audio devices, obnoxious, vulgar or abusive language, or sexual harassment in any form. These actions will cause immediate and permanent removal of the offender from the premises. Criminal or civil penalties may apply. Project Management and Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013100-2 Rev 01-13-2016 H. Require Workers to wear clothing that is inoffensive and meets safety requirements. Do not allow sleeveless shirts, shorts, exceedingly torn, ripped, or soiled clothing to be worn on the Project. 1. Do not allow firearms or weapons of any sort to be brought on to the Site under any conditions. No exception is to be made for persons with concealed handgun permits. Remove any firearms or weapons and the person possessing these firearms or weapons immediately from the Site. 1.08 PROTECTION OF EXISTING STRUCTURES AND UTILITIES A. Examine the Site and review the available information concerning the Site. Locate utilities, streets, driveways, fences, drainage structures, sidewalks, curbs, and gutters. Verify the elevations of the structures adjacent to excavations. Report any discrepancies from information in the Contract Documents to the OAR before beginning construction. B. Determine if existing structures, poles, piping, or other utilities at excavations will require relocation or replacement. Prepare a Plan of Action per SECTION 01 35 00 SPECIAL PROCEDURES. Coordinate Work with local utility company and others for the relocation or replacement. C. Protect buildings, utilities, street surfaces, driveways, sidewalks, curb and gutter, fences, wells, drainage structures, piping, valves, manholes, electrical conduits, and other systems or structures unless they are shown to be replaced or relocated on the Drawings. Restore damaged items to the satisfaction of the OPT and utility owner. D. Carefully support and protect all structures and/or utilities so that there will be no failure or settlement where excavation or demolition endangers adjacent structures and utilities. Do not take existing utilities out of service unless required by the Contract Documents or approved by the OAR. Notify and cooperate with the utility owner if it is necessary to move services, poles, guy wires, pipelines, or other obstructions. E. Protect existing trees and landscaping at the Site. 1. Identify trees that may be removed during construction with OPT. 2. Mark trees to be removed with paint. 3. Protect trees to remain from damage by wrapping trunks with 2 x 4 timbers around the perimeter, securely wired in place, where machinery must operate around existing trees. Protect branches and limbs from damage by equipment. 4. Protect root zone from compaction. 1.09 PRE -CONSTRUCTION EXPLORATORY EXCAVATIONS — NOT APPLICABLE A. Excavate and expose existing pipelines that cross within 20 feet of Project pipelines prior to any Work. Survey the line to determine its exact vertical and horizontal location at each point the existing pipeline may potentially conflict with the Work. B. Excavate and expose existing parallel pipelines at 300 feet intervals (maximum) for existing pipelines which are within 10 feet of Project pipelines. Survey the line to determine its exact vertical and horizontal location at each point where the line is excavated and exposed. Project Management and Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013100-3 Rev 01-13-2016 C. Prepare a Plan of Action per SECTION 01 35 00 SPECIAL PROCEDURES indicating the owner of pipelines excavated and surveyed and all pertinent survey data, including the station where lines cross or conflicts may exist and the distance to the pavement centerline and elevations of the top of existing pipelines. D. Do not perform Work on the Project until all exploratory excavations have been completed and the Plan of Action has been approved by the Designer. E. Include the cost for these pre -construction exploratory excavations in the unit price for pipe construction. Pavement repairs associated with exploratory excavations will be paid for at the unit prices for pavement repair. 1.10 DISRUPTION TO SERVICES / CONTINUED OPERATIONS A. Existing facilities are to continue in service as usual during the construction unless noted otherwise. Owner or utilities must be able to operate and maintain the facilities. Keep disruptions to existing utilities, piping, process piping, or electrical services to a minimum. 1. Do not restrict access to critical valves or operators. 2. Limit operations to the minimum amount of space needed to complete the specified Work. 3. Maintain storm sewers and sanitary sewers in service at all times. Provide temporary service around the construction or otherwise construct the structure in a manner that the flow is not restricted. B. Provide a Plan of Action in accordance with SECTION 01 35 00 SPECIAL PROCEDURES if facilities must be taken out of operation. 1.11 FIELD MEASUREMENTS A. Perform complete field measurements prior to purchasing products or beginning construction for products required to fit existing conditions. B. Verify property lines, control lines, grades, and levels indicated on the Drawings. C. Check Shop Drawings and indicate the actual dimensions available where products are to be installed. D. Include field measurements in Record Drawings as required in SECTION 01 31 13 PROJECT COORDINATION. 1.12 REFERENCE DATA AND CONTROL POINTS A. The OPT will provide the following control points: 1. Base line or grid reference points for horizontal control. 2. Benchmarks for vertical control. B. Locate and protect control points prior to starting the Work and preserve permanent reference points during construction. Designated control points may be on an existing structure or monument. Do not change or relocate points without prior approval of the OAR. Notify OAR when the reference point is lost, destroyed, or requires relocation. Replace Project control points on the basis of the original survey. Project Management and Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013100-4 Rev 01-13-2016 C. Provide complete engineering layout of the Work needed for construction. 1. Provide competent personnel. Provide equipment including accurate surveying instruments, stakes, platforms, tools, and materials. 2. Provide surveying with accuracy meeting the requirements established for Category 5 Construction Surveying as established in the Manual of Practice of Land Surveying in Texas published by the Texas Society of Professional Surveyors, latest revision. 3. Record Data and measurements per standards. 1.13 DELIVERY AND STORAGE A. Deliver products and materials to the Site in time to prevent delays in construction. B. Deliver packaged products to Site in original undamaged containers with identifying labels attached. Open cartons as necessary to check for damage and to verify invoices. Reseal cartons and store properly until used. Leave products in packages or other containers until installed. C. Assume full responsibility for the protection and safekeeping of products stored at the Site. D. Store products at locations acceptable to the OAR and to allow Owner access to maintain and operate existing facilities. E. Store products in accordance with the Supplier's storage instructions immediately upon delivery. Leave seals and labels intact. F. Provide additional storage areas as needed for construction. Store products subject to damage by elements in substantial weather -tight enclosures or storage sheds. Provide and maintain storage sheds as required for the protection of products. Provide temperature, humidity control, and ventilation within the ranges stated in the Supplier's instructions. Remove storage facilities at the completion of the Project. G. Protect the pipe interior. Keep all foreign materials such as dirt, debris, animals, or other objects out of the pipe during the Work. Cap or plug ends of installed pipe in an approved manner when pipe is not being installed. Clean or wash out pipe sections that become contaminated before continuing with installation. Take precautions to prevent the pipe from floating or moving out of the proper position during or after laying operations. Immediately correct any pipe that moves from its correct position. H. Provide adequate exterior storage for products that may be stored out-of-doors. 1. Provide substantial platforms, blocking, or skids to support materials and products above ground which has been sloped to provide drainage. Protect products from soiling or staining. 2. Cover products subject to discoloration or deterioration from exposure to the elements, with impervious sheet materials. Provide ventilation to prevent condensation below covering. 3. Store loose, granular materials on clean, solid surfaces, or on rigid sheet materials, to prevent mixing with foreign matter. 4. Provide surface drainage to prevent erosion and ponding of water. Project Management and Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013100-5 Rev 01-13-2016 5. Prevent mixing of refuse or chemically injurious materials or liquids with stored materials. 6. Pipes and conduits stored outdoors are to have open ends sealed to prevent the entrance of dirt, moisture, and other injurious materials. Protect PVC pipe from ultraviolet light exposure. 7. Store light weight products to prevent wind damage. I. Maintain storage facilities. Inspect stored products on a weekly basis and after periods of severe weather to verify that: 1. Storage facilities continue to meet specified requirements; 2. Supplier's required environmental conditions are continually maintained; and 3. Products that can be damaged by exposure to the elements are not adversely affected. J. Replace any stored item damaged by inadequate protection or environmental controls. K. Payment may be withheld for any products not properly stored. 1.14 CLEANING DURING CONSTRUCTION A. Provide positive methods to minimize raising dust from construction operations and provide positive means to prevent air -borne dust from disbursing into the atmosphere. Control dust and dirt from demolition, cutting, and patching operations. B. Clean the Project as Work progresses and dispose of waste materials, keeping the Site free from accumulations of waste or rubbish. Provide containers on Site for waste collection. Do not allow waste materials or debris to blow around or off of the Site. Control dust from waste materials. Transport waste materials with as few handlings as possible. C. Comply with Laws and Regulations. Do not burn or bury waste materials. Remove waste materials, rubbish and debris from the Site and legally dispose of these at public or private disposal facilities. D. Provide a final cleaning to thoroughly clean the entire Site and make ready for acceptance. 1. Remove construction debris, boxes, and trash from the Site. 2. Remove construction storage sheds and field offices. 3. Restore grade to match surrounding condition and remove excess dirt. 4. Sweep all drives and parking lots clean of dirt and debris. Use water trucks or hose down paved site to like new appearance. 1.15 MAINTENANCE OF ROADS, DRIVEWAYS, AND ACCESS A. Maintain roads and streets in a manner that is suitable for safe operations of public vehicles during all phases of construction unless the Owner approves a street closing. Do not close public roads overnight. Project Management and Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013100-6 Rev 01-13-2016 B. Submit a Notification by Contractor for Owner's approval of a street closing. The request shall state: 1. The reason for closing the street. 2. How long the street will remain closed. 3. Procedures to be taken to maintain the flow of traffic. C. Construct temporary detours, including by-pass roads around construction, with adequately clear width to maintain the free flow of traffic at all times. Maintain barricades, signs, and safety features around the detour and excavations. Maintain barricades, signs, and safety features around the Work in accordance with all provisions of the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD). D. Assume responsibility for any damage resulting from construction along roads or drives. 1.16 AREA ACCESS AND TRAFFIC CONTROL A. Provide traffic control measures to assure a safe condition and to provide a minimum of inconvenience to motorists and the public. Provide all-weather access to all residents and businesses at all times during construction. Provide temporary driveways and/or roads of approved material during wet weather. Maintain a stockpile of suitable material on the Site to meet the demands of inclement weather. B. Schedule operations to minimize adverse impact on the accessibility of adjoining properties. Sequence construction to build driveways in half widths, construct temporary ramps, or any other measure required to maintain access to adjoining properties. C. Comply with the Owner's Uniform Barricading Standards and Practices. Copies of this document are available through the Owner's Traffic Engineering Department. Secure required permits from the Owner's Traffic Engineering Department. 1.17 OVERHEAD ELECTRICAL WIRES A. Comply with OSHA safety requirements regarding construction equipment working beneath overhead electrical wires. Prevent and pay for repairs for damage to existing overhead electrical wires or facilities. B. Provide for adequate safety with regard to overhead lines whether overhead lines are or are not shown in the Contract Documents. 1.18 BLASTING A. Blasting is not allowed for any purpose. 1.19 ARCHAEOLOGICAL REQUIREMENTS A. Cease operations immediately and contact the Owner for instructions if historical or archaeological artifacts are found during construction. B. Conduct all construction activities to avoid adverse impact on the Sites where significant historical or archaeological artifacts are found or identified as an area where other artifacts could be found. Project Management and Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013100-7 Rev 01-13-2016 1. Obtain details for Working in these areas. 2. Maintain confidentiality regarding the Site. 3. Adhere to the requirements of the Texas Historical Commission. 4. Notify the OAR and the Texas Historical Commission. C. Do not disturb archaeological sites. 1. Obtain the services of a qualified archaeological specialist to instruct construction personnel on how to identify and protect archaeological finds on an emergency basis. 2. Coordinate activities to permit archaeological work to take place within the area. a. Attempt to archaeologically clear areas needed for construction as soon as possible. b. Provide a determination of priority for such areas. D. Assume responsibility for any unauthorized destruction that might result to such Sites by construction personnel, and pay all penalties assessed by the State or Federal agencies for non-compliance with these requirements. E. Contract Times will be modified to compensate for delays caused by such archaeological finds. No additional compensation will be paid for delays. 1.20 ENDANGERED SPECIES RESOURCES A. Do not perform any activity that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. B. Cease Work immediately in the area of the encounter and notify the OAR if a threatened or endangered species is encountered during construction. OPT will implement actions in accordance with the ESA and applicable State statutes. Resume construction in the area of the encounter when authorized to do so by the OAR. 1.21 COOPERATION WITH PUBLIC AGENCIES A. Cooperate with all public and private agencies with facilities operating within the limits of the Project. B. Provide a 48-hour notice to any applicable agency when work is anticipated to proceed in the vicinity of any facility by using Texas 811 at 811 and the Lone Star Notification Company at 1-800-669-8344. Project Management and Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013100-8 Rev 01-13-2016 C. For the Contractor's convenience, the following telephone numbers are listed: Public Agencies/Contacts Phone Number City Engineer 361-826-3500 Murray F. Hudson, P. E. Project Engineer (Urban Engineering) 361-854-3101 Traffic Engineering 361-826-3547 Police Department 361-882-2600 Water/ Wastewater/ Stormwater 361-826-1800 (361-826-1818 after hours) Gas Department 361-885-6900 (361-885-6942 after hours) 361-885-5999 (Dispatch after hours) Parks & Recreation Department 361-826-3461 Street Department 361-826-1875 City Street Div. for Traffic Signals 361-826-1610 Solid Waste & Brush 361-826-1973 MIS Department (City Fiber) 361-826-3740 AEP 1-877-373-4858 AT&T 361-881-2511 (1-800-824-4424 after hours) Grande Communications 254-379-4400 Time Warner Communications Crown Castle Communications 1-888-632-0931 Century Tel 361-883-3000 Windstream Regional Transportation Authority 361-289-2712 Port of Corpus Christi Authority Engr. 361-882-5633 TxDOT Area Office 361-808-2500 Corpus Christi ISD 361-886-9005 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Project Management and Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013100-9 Rev 01-13-2016 01 31 13 PROJECT COORDINATION 1.00 GENERAL 1.01 WORK INCLUDED A. Administer Contract requirements to construct the Project. Provide documentation per the requirements of this Section. Provide information as requested by the OPT. 1.02 DOCUMENT SUBMITTAL A. Provide documents in accordance with SECTION 01 33 00 DOCUMENT MANAGEMENT. B. Use the forms provided for Contract administration, applications for payment, document submittals, documentation of test results, equipment installation and documentation, and Project closeout. A digital copy of the required forms will be provided to the Contractor before or at the pre -construction conference. 1.03 COMMUNICATION DURING THE PROJECT A. The OAR is to be the first point of contact for all parties on matters concerning this Project. B. The Designer will coordinate correspondence concerning: 1. Documents, including Applications for Payment. 2. Clarification and interpretation of the Contract Documents. 3. Contract Modifications. 4. Observation of Work and testing. 5. Claims. C. The OAR will normally communicate only with the Contractor. Any required communication with Subcontractors or Suppliers will only be with the direct involvement of the Contractor. D. Direct written communications to the OAR at the address indicated at the pre -construction conference. Include the following with communications as a minimum: 1. Name of the Owner. 2. Project name. 3. Contract title. 4. Project number. 5. Date. 6. A reference statement. E. Submit communications on the forms referenced in this Section or in SECTION 01 33 00 DOCUMENT MANAGEMENT. Project Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 31 13 - 1 11-25-2013 1.04 PROJECT MEETINGS A. Pre -Construction Conference: 1. Attend a pre -construction conference. 2. The location of the conference will be determined by the OAR. 3. The time of the meeting will be determined by the OAR but will be after the Notice of Award is issued and not later than 15 days after the Notice to Proceed is issued. 4. The OPT, Contractor's project manager and superintendent, representatives of utility companies, and representatives from major Subcontractors and Suppliers may attend the conference. 5. Provide and be prepared to discuss: a. Preliminary construction schedule per SECTION 01 33 04 CONSTRUCTION PROGRESS SCHEDULE. b. Schedule of Values and anticipated Schedule of Payments per SECTION 01 29 00 APPLICATION FOR PAYMENT PROCEDURES. c. List of Subcontractors and Suppliers. d. Contractor's organizational chart as it relates to this Project. e. Letter indicating the agents of authority for the Contractor and the limit of that authority with respect to the execution of legal documents, Contract Modifications, and payment requests. B. Progress Meetings: 1. Attend meetings with the OAR and Owner. a. Meet on a monthly basis or as requested by the OAR to discuss the Project. b. Meet at the Site or other location as designated by the OAR. c. Contractor's superintendent and other key personnel are to attend the meeting. Other individuals may be requested to attend to discuss specific matters. d. Notify the OAR of any specific items to be discussed a minimum of 1 week prior to the meeting. 2. Provide information as requested by the OAR or Owner concerning this Project. Prepare to discuss: a. Status of overall Project schedule. b. Contractor's detailed schedule for the next month. c. Anticipated delivery dates for equipment. d. Coordination with the Owner. e. Status of documents. f. Information or clarification of the Contract Documents. g. Claims and proposed Modifications to the Contract. Project Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013113-2 11-25-2013 h. Field observations, problems, or conflicts. i. Maintenance of quality standards. 3. OAR will prepare minutes of meetings. Review the minutes of the meeting and notify the OAR of any discrepancies within 10 days of the date of the meeting memorandum. The minutes will not be corrected after the 10 days have expired. Corrections will be reflected in the minutes of the following meeting or as an attachment to the minutes. C. Pre- Submittal and Pre -Installation Meetings: 1. Conduct pre -submittal and pre -installation meetings as required in the individual technical Specifications or as determined necessary by the OAR (for example, instrumentation, roofing, concrete mix design, etc.). 2. Set the time and location of the meetings when ready to proceed with the associated Work. Submit a Notification by Contractor in accordance with Paragraph 1.07 for the meeting 2 weeks before the meeting. OPT must approve of the proposed time and location. 3. Attend the meeting and require the participation of appropriate Subcontractors and Suppliers in the meeting. 4. Prepare minutes of the meeting and submit to the OPT for review. OPT will review the minutes of the meeting and notify the Contractor of any discrepancies within 10 days of the date of the meeting memorandum. The minutes will not be corrected after the 10 days have expired. Corrections will be reflected in a revised set of meeting minutes. 1.05 REQUESTS FOR INFORMATION A. Submit Request for Information (RFI) to the Designer to obtain additional information or clarification of the Contract Documents. 1. Submit a separate RFI for each item on the form provided. 2. Attach adequate information to permit a written response without further clarification. Designer will return requests that do not have adequate information to the Contractor for additional information. Contractor is responsible for all delays resulting from multiple document submittals due to inadequate information. 3. A response will be made when adequate information is provided. Response will be made on the RFI form or in attached information. B. Response to an RFI is given to provide additional information, interpretation, or clarification of the requirements of the Contract Documents, and does not modify the Contract Documents. C. Designer will initiate a Request for a Change Proposal (RCP) per SECTION 01 31 14 CHANGE MANAGEMENT if the RFI indicates that a Contract Modification is required. D. Use the Project Issues Log to document decisions made at meetings and actions to be taken in accordance with Paragraph 1.06. E. Use the Action Item Log to document assignments for actions to be taken in accordance with Paragraph 1.06. Project Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013113-3 11-25-2013 1.06 DECISION AND ACTION ITEM LOG A. OAR will maintain a Project Decision Log to document key decisions made at meetings, telephone conversation or Site visits using the format provided: 1. Review the log prior to each regular meeting. 2. Report any discrepancies to the OAR for correction or discussion at the next monthly meeting. B. OAR will maintain an Action Item log in conjunction with the Project Decision Log to track assignments made at meetings, telephone conversation, or Site visits using the format provided: 1. Review the Action Item Log prior to each regular meeting. 2. Report actions taken subsequent to the previous progress meeting on items in the log assigned to the Contractor or through the Contractor to a Subcontractor or Supplier to the OAR. Report on status of progress 1 week prior to each progress meeting established in Paragraph 1.04 to allow OAR to update the log prior to the Progress meetings. 3. Be prepared to discuss the status at each meeting. C. Decisions or action items in the log that require a change in the Contract Documents will have the preparation of a Modification as an action items if appropriate. The Contract Documents can only be changed by a Modification. 1.07 NOTIFICATION BY CONTRACTOR A. Notify the OAR of: 1. Need for testing. 2. Intent to work outside regular working hours. 3. Request to shut down facilities or utilities. 4. Proposed utility connections. 5. Required observation by OAR, Designer, or inspection agencies prior to covering Work. 6. Training. B. Provide notification a minimum of 2 weeks in advance in order to allow OPT time to respond appropriately to the notification. C. Use "Notification by Contractor" form provided. 1.08 RECORD DOCUMENTS A. Maintain at the Site one complete set of printed Record Documents including: 1. Drawings. 2. Specifications. 3. Addenda. 4. Modifications. Project Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013113-4 11-25-2013 5. Record Data and approved Shop Drawings. 6. Construction photographs. 7. Test Reports. 8. Clarifications and other information provided in Request for Information responses. 9. Reference standards. B. Store printed Record Documents and Samples in the Contractor's field office. 1. Record Documents are to remain separate from documents used for construction. 2. Provide files and racks for the storage of Record Documents. 3. Provide a secure storage space for the storage of Samples. 4. Maintain Record Documents in clean, dry, legible conditions, and in good order. 5. Make Record Documents and Samples available at all times for inspection by the OPT. C. Maintain a digital record of Specifications and Addenda to identify products provided in PDF format. 1. Reference the Record Data number, Shop Drawings number, and O&M manual number for each product and item of equipment furnished or installed. 2. Reference Modifications by type and number for all changes. D. Maintain a digital record of Drawings in PDF format. 1. Reference the Record Data number, Shop Drawings number, and O&M manual number for each product and item of equipment furnished or installed. 2. Reference Modifications by type and number for all changes. 3. Record information as construction is being performed. Do not conceal any Work until the required information is recorded. 4. Mark Drawings to record actual construction, including the following: a. Depths of various elements of the foundation in relation to finished first floor datum or the top of walls. b. Horizontal and vertical locations of underground utilities and appurtenances constructed and existing utilities encountered during construction. c. Location of utilities and appurtenances concealed in the Work. Refer measurements to permanent structures on the surface. Include the following equipment: 1) Piping. 2) Ductwork. 3) Equipment and control devices requiring periodic maintenance or repair. 4) Valves, unions, traps, and tanks. 5) Services entrance. 6) Feeders. Project Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013113-5 11-25-2013 7) Outlets. d. Changes of dimension and detail. e. Changes by Modifications. f. Information in Request for Information or included in the Project Issues Log. g. Details not on the original Drawings. Include field verified dimensions and clarifications, interpretations, and additional information issued in response to RFIs. 5. Mark Drawings with the following colors: a. Highlight references to other documents, including Modifications in blue; b. Highlight mark ups for new or revised Work (lines added) in yellow; c. Highlight items deleted or not installed (lines to be removed) in red; and d. Highlight items constructed per the Contract Documents in green. 6. Submit Record Documents to Designer for review and acceptance 30 days prior to Final Completion of the Project. E. Applications for Payment will not be recommended for payment if Record Documents are found to be incomplete or not in order. Final payment will not be recommended without complete Record Documents. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Project Coordination Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013113-6 11-25-2013 01 31 14 CHANGE MANAGEMENT 1.00 GENERAL 1.01 REQUESTS FOR CHANGE PROPOSAL A. Designer will initiate Modifications by issuing a Request for a Change Proposal (RCP). 1. Designer will prepare a description of proposed Modifications. 2. Designer will issue the Request for a Change Proposal form to Contractor. A number will be assigned to the Request for a Change Proposal when issued. 3. Return a Change Proposal in accordance with Paragraph 1.02 to the Designer for evaluation by the OPT. 1.02 CHANGE PROPOSALS A. Submit a Change Proposal (CP) to the Designer for Contractor initiated changes in the Contract Documents or in response to a Request for Change Proposal. 1. Use the Change Proposal form provided. 2. Assign a number to the Change Proposal when issued. 3. Include with the Change Proposal: a. A complete description of the proposed Modification if Contractor initiated or proposed changes to the OPT's description of the proposed Modification. b. The reason the Modification is requested, if not in response to a Request for a Change Proposal. c. A detailed breakdown of the cost of the change if the Modification requires a change in Contract Price. The itemized breakdown is to include: 1) List of materials and equipment to be installed; 2) Man hours for labor by classification; 3) Equipment used in construction; 4) Consumable supplies, fuels, and materials; 5) Royalties and patent fees; 6) Bonds and insurance; 7) Overhead and profit; 8) Field office costs; 9) Home office cost; and 10) Other items of cost. d. Provide the level of detail outline in the paragraph above for each Subcontractor or Supplier actually performing the Work if Work is to be provided by a Subcontractor or Supplier. Indicate appropriate Contractor mark-ups for Work Change Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 31 14 - 1 11-25-2013 provided through Subcontractors and Suppliers. Provide the level of detail outline in the paragraph above for self -performed Work. e. Submit Change Proposals that comply with Article 13 of the General Conditions for Cost of Work. f. Provide a revised schedule. Show the effect of the change on the Project Schedule and the Contract Times. B. Submit a Change Proposal to the Designer to request a Field Order. C. A Change Proposal is required for all substitutions or deviations from the Contract Documents. D. Request changes to products in accordance with SECTION 01 33 02 SHOP DRAWINGS. 1.03 DESIGNER WILL EVALUATE THE REQUEST FOR A MODIFICATION. A. Designer will issue a Modification per the General Conditions if the Change Proposal is acceptable to the Owner. Designer will issue a Change Order or Contract Amendment for any changes in Contract Price or Contract Times. 1. Change Orders and Contract Amendments will be sent to the Contractor for execution with a copy to the Owner recommending approval. A Work Change Directive may be issued if Work needs to progress before the Change Order or Contract Amendment can be authorized by the Owner. 2. Work Change Directives, Change Orders, and Contract Amendments can only be approved by the Owner. a. Work performed on the Change Proposal prior to receiving a Work Change Directive or approval of the Change Order or Contract Amendment is performed at the Contractor's risk. b. No payment will be made for Work on Change Orders or Contract Amendments until approved by the Owner. B. The Contractor may be informed that the Request for a Change Proposal is not approved and construction is to proceed in accordance with the Contract Documents. 1.04 EQUAL NON SPECIFIED PRODUCTS A. The products of the listed Suppliers are to be furnished where Specifications list several manufacturers but do not specifically list "or equal" or "or approved equal" products. Use of any products other than those specifically listed is a substitution. Follow the procedures in Paragraph 1.05 for a substitution. B. Contractor may submit other manufacturers' products that are in full compliance with the Specification where Specifications list one or more manufacturers followed by the phase "or equal" or "or approved equal." 1. Submit a Shop Drawing as required by SECTION 01 33 02 SHOP DRAWINGS to document that the proposed product is equal or superior to the specified product. 2. Prove that the product is equal. It is not the OPT's responsibility to prove the product is not equal. Change Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013114-2 11-25-2013 a. Indicate on a point by point basis for each specified feature that the product is equal to the Contract Document requirements. b. Make a direct comparison with the specified manufacturer's published data sheets and available information. Provide this printed material with the Shop Drawing. c. The decision of the Designer regarding the acceptability of the proposed product is final. 3. Provide a typewritten certification that, in furnishing the proposed product as an equal, the Contractor: a. Has thoroughly examined the proposed product and has determined that it is equal or superior in all respects to the product specified. b. Has determined that the product will perform in the same manner and result in the same process as the specified product. c. Will provide the same warranties and/or bonds as for the product specified. d. Will assume all responsibility to coordinate any modifications that may be necessary to incorporate the product into the construction and will waive all claims for additional Work which may be necessary to incorporate the product into the Project which may subsequently become apparent. e. Will maintain the same time schedule as for the specified product. 4. A Change Proposal is not required for any product that is in full compliance with the Contract Documents. If the product is not in full compliance, it may be offered as a Substitution. 1.05 SUBSTITUTIONS A. Substitutions are defined as any product that the Contractor proposes to provide for the Project in lieu of the specified product. Submit a Change Proposal per Paragraph 1.02 along with a Shop Drawing as required by SECTION 01 33 02 SHOP DRAWINGS to request approval of a substitution. B. Prove that the product is acceptable as a substitute. It is not the Designer's responsibility to prove the product is not acceptable as a substitute. 1. Indicate on a point by point basis for each specified feature that the product is acceptable to meet the intent of the Contract Documents requirements. 2. Make a direct comparison with the specified Suppliers published data sheets and available information. Provide this printed material with the documents submitted. 3. The decision of the Designer regarding the acceptability of the proposed substitute product is final. C. Provide a written certification that, in making the substitution request, the Contractor: 1. Has determined that the substituted product will perform in substantially the same manner and result in the same ability to meet the specified performance as the specified product. Change Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013114-3 11-25-2013 2. Will provide the same warranties and/or bonds for the substituted product as specified or as would be provided by the manufacturer of the specified product. 3. Will assume all responsibility to coordinate any modifications that may be necessary to incorporate the substituted product into the Project and will waive all claims for additional Work which may be necessary to incorporate the substituted product into the Project which may subsequently become apparent. 4. Will maintain the same time schedule as for the specified product. D. Pay for review of substitutions in accordance with SECTION 01 33 02 SHOP DRAWINGS. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Change Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013114-4 11-25-2013 01 33 00 DOCUMENT MANAGEMENT 1.00 GENERAL 1.01 WORK INCLUDED A. Submit documentation as required by the Contract Documents and as reasonably requested by the OPT. 1.02 QUALITY ASSURANCE A. Submit legible, accurate, complete documents presented in a clear, easily understood manner. Documents not meeting these criteria will be returned without review. 1.03 CONTRACTOR'S RESPONSIBILITIES A. Review documents prior to submitting. Make certifications as required by the Contract Documents and as indicated on forms provided. B. Provide a Schedule of Documents to list the documents that are to be submitted, the dates on which documents are to be sent to the Designer for review, and proposed dates that documents must be returned to comply with the Project schedule. Use the form provided for this list. C. Incorporate the dates for processing documents into the Progress Schedule required by SECTION 01 33 04 CONSTRUCTION PROGRESS SCHEDULE. 1. Provide documents in accordance with the schedule so construction of the Project is not delayed. 2. Allow a reasonable time for the review of documents when preparing the Progress Schedule. Assume a 14 day review cycle for each document unless a longer period of time is indicated in the Contract Documents or agreed to by Designer and Contractor. 3. Schedule submittal of documents to provide all information for interrelated Work at one time. 4. Allow adequate time for processing documents so construction of the Project is not delayed. 1.04 DOCUMENT SUBMITTAL PROCEDURES A. Submit documents through the Designer. Send all documents in digital format for processing. 1. Provide all information requested with a completed Document Transmittal form. Do not leave any blanks incomplete. If information is not applicable, enter NA in the space provided. 2. The Document Transmittal form is to be the first page in the document submitted. 3. Submit all documents in Portable Document Format (PDF). Document Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0133 00 - 1 11-25-2013 a. Create PDF document using Bluebeam Revu software or other compatible software that will create files that can be opened and annotated using Bluebeam Revu software. b. Create PDF documents from native format files unless files are only available from scanned documents. c. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. d. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. e. Submit color PDF documents where color is required to interpret the document. f. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. h. Use Bluebeam Revu software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size g. i. Add footers to each document with the Project name. 1.05 DOCUMENT NUMBERING A. Assign a number to the documents originated to allow tracking of the documents during the review process. 1. Assign the number consisting of a prefix, a sequence number, and a letter suffix. Prefixes shall be as follows: Prefix Description Originator AP Application for Payment Contractor CO Change Order OAR CP Change Proposal Contractor CTR Certified Test Report Contractor FO Field Order OAR NBC Notification by Contractor Contractor PD Photographic Documentation Contractor RCP Request for a Change Proposal OAR RD Record Data Contractor RFI Request for Information Contractor SD Shop Drawing Contractor Document Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0133 00 - 2 11-25-2013 Prefix Description Originator SCH Schedule of Progress Contractor 2. Issue sequence numbers in chronological order for each type of document. 3. Issue numbers for resubmittals that have the same number as the original document followed by an alphabetical suffix indicating the number of times the same document has been sent to the Designer for processing. For example: SD 025 A represents Shop Drawing number 25 and the letter "A" designates that this is the second time this document has been sent for review. 4. Clearly note the document number on each page or sheet of the document. 5. Correct assignment of numbers is essential since different document types are processed in different ways. B. Include reference the Drawing number and/or Specification Section, detail designation, schedule, or location that corresponds with the data on the document transmittal forms. Other identification may also be required, such as layout drawings or schedules to allow the reviewer to determine where a particular product is to be used. 1.06 DOCUMENT REQUIREMENTS A. Furnish documents as indicated below or in individual Specification Sections. Submit documents per the procedures described in the Contract Documents. B. Submit documents per the Specification Section shown in the following table: Document Type Specification Section Application for Payment 01 29 00 Change Proposal 01 31 14 Certified Test Report 01 33 02 for approval of product 0140 00 to demonstrate compliance Notification by Contractor 01 31 13 Photographic Documentation 01 33 05 Progress Schedules 01 33 04 Record Data 01 33 03 Request for Information 01 31 13 Shop Drawing 01 33 02 Schedule of Values 01 29 00 Substitutions 01 31 14 Suppliers and Subcontractors 01 31 13 and 01 33 03 Document Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0133 00 - 3 11-25-2013 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Document Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013300-4 11-25-2013 0133 01 Submittal Register Specification Section Specification Description Paragraph No. Types of Submittals Required Product Information Sample or Mockup Operations Data 027402 REINFOCED CONCRETE PIPE CULVERTS VARIOUS Record Data 027202 MANHOLES VARIOUS Record Data 027402 CONCRETE BOX CULVERTS VARIOUS Record Data 026204 PVC PIPE - ASTM VARIOUS Record Data 026206 DUCTILE IRON PIPE AND FITTINGS VARIOUS Record Data 026411 GATE VALVES FOR WATER LINES VARIOUS Record Data 026416 FIRE HYDRANTS VARIOUS Record Data 027205 FIBERGLASS MANHOLES VARIOUS Record Data 025223 CRUSHED LIMESTONE FLEXIBLE BASE VARIOUS Record Data 025412 PRIME COAT VARIOUS Record Data 025424 HMAC PAVEMENT VARIOUS Record Data 025807 RAISED PAVEMENT MARKING VARIOUS Record Data 028020 SEEDING VARIOUS Record Data 032020 REINFORCEMENT STEEL VARIOUS Record Data 030020 PORTLAND CEMENT CONCRETE VARIOUS Record Data PLANS PEDESTRIAN HANDRAIL VARIOUS Record Data PLANS GABION BASKETS VARIOUS Record Data Submittal Register Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) - Project E15109 01 33 01-1 07-03-2014 01 33 02 SHOP DRAWINGS 1.00 GENERAL 1.01 WORK INCLUDED A. Shop Drawings are required for those products that cannot adequately be described in the Contract Documents to allow fabrication, erection, or installation of the product without additional detailed information from the Supplier. B. Submit Shop Drawings as required by the Contract Documents and as reasonably requested by the OPT to: 1. Record the products incorporated into the Project for the Owner; 2. Provide detailed information for the products proposed for the Project regarding their fabrication, installation, commissioning, and testing; and 3. Allow the Designer to advise the Owner if products proposed for the Project by the Contractor conform, in general, to the design concepts of the Contract Documents. C. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the review of Shop Drawings, Samples, or mockups. Contract modifications can only be approved by Change Order or Field Order. 1.02 QUALITY ASSURANCE A. Submit legible, accurate, and complete documents presented in a clear, easily understood manner. Shop Drawings not meeting these criteria will be rejected. B. Demonstrate that the proposed products are in full and complete compliance with the design criteria and requirements of the Contract Documents, or will be if deviations requested per Paragraph 1.10 are approved. C. Furnish and install products that fully comply with the information included in the document submittal. 1.03 CONTRACTOR'S RESPONSIBILITIES A. Provide Shop Drawings for the following items: Specification Section NONE Shop Drawing Description NONE B. Include Shop Drawings in the Schedule of Documents required by SECTION 01 33 00 DOCUMENT MANAGEMENT to indicate the Shop Drawings to be submitted, the dates on which documents are to be sent to the Designer for review and proposed dates that the product will be incorporated into the Project. C. Incorporate the dates for processing Shop Drawings into the Progress Schedule required by SECTION 01 33 04 CONSTRUCTION PROGRESS SCHEDULE. 1. Submit Shop Drawings in accordance with the schedule so construction of the Project is not delayed. Shop Drawings Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013302-1 11-25-2013 2. Allow a reasonable time for the review of Shop Drawings when preparing the Progress Schedule. Include time for making revisions to the Shop Drawings and resubmitting the Shop Drawing for a least a second review. Assume a 14 day review cycle for each time a Shop Drawing is submitted for review unless a longer period of time is indicated in the Contract Documents. 3. Schedule document submittals to provide all information for interrelated Work at one time. 4. Allow adequate time for ordering, fabricating, delivering, and installing product so construction of the Project is not delayed. D. Complete the following before submitting a Shop Drawing or Sample: 1. Prepare Shop Drawing Review and coordinate the Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; 2. Determine and verify specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect to Shop Drawings and Samples; 3. Determine and verify the suitability of materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and 4. Determine and verify information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. E. Determine and verify: 1. Accurate field measurements, quantities, and dimensions are shown on the Shop Drawing; 2. Location of existing structures, utilities, and equipment related to the Shop Drawing have been shown and conflicts between the products existing structures, utilities, and equipment have been identified; 3. Conflicts that impact the installation of the products have been brought to the attention of the OPT through the Designer; 4. Shop Drawing are complete for their intended purpose; and 5. Conflicts between the Shop Drawing related to the various Subcontractors and Suppliers have been resolved. F. Review Shop Drawings prior to submitting to the Designer. Certify that all Shop Drawings have been reviewed by the Contractor and are in strict conformance with the Contract Documents as modified by Addenda, Change Order, Field Order, or Contract Amendment when submitting Shop Drawings except for deviations specifically brought to the Designer's attention on an attached Shop Drawing Deviation Request form in accordance with Paragraph 1.10. G. Fabrication or installation of any products prior to the approval of Shop Drawings is done at the Contractor's risk. Defective products may be rejected at the Owner's option. Shop Drawings Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013302-2 11-25-2013 H. Payment will not be made for products for which Shop Drawings or Samples are required until these are approved by the Designer. 1.04 SHOP DRAWING REQUIREMENTS A. Provide adequate information in Shop Drawings and Samples so Designer can: 1. Assist the Owner in selecting colors, textures, or other aesthetic features. 2. Compare the proposed features of the product with the specified features and advise Owner that the product does, in general, conform to the Contract Documents. 3. Compare the performance features of the proposed product with those specified and advise the Owner that the product does, in general, conform to the performance criteria specified in the Contract Documents. 4. Review required certifications, guarantees, warranties, and service agreements for compliance with the Contract Documents. B. Include a complete description of the product to be furnished, including: 1. Type, dimensions, size, arrangement, and operational characteristics of the product; 2. Weights, gauges, materials of construction, external connections, anchors, and supports required; 3. All applicable standards such as ASTM or Federal specification numbers; 4. Fabrication and installation drawings, setting diagrams, manufacturing instructions, templates, patterns, and coordination drawings; 5. Mix designs for concrete, asphalt, or other materials proportioned for the Project; and 6. Complete and accurate field measurements for products which must fit existing conditions. Indicate on the document submittal that the measurements represent actual dimensions obtained at the Site. C. Submit Shop Drawings that require coordination with other Shop Drawings at the same time. Shop Drawings requiring coordination with other Shop Drawings will be rejected until a complete package is submitted. 1.05 SPECIAL CERTIFICATIONS AND REPORTS A. Provide all required certifications with the Shop Drawings as specified in the individual Specification Sections: 1. Certified Test Reports (CTR): A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the Specifications. This report is to demonstrate that the product when installed will meet the requirements and is part of the Shop Drawing. Field tests may be performed by the Owner to determine that in place materials or products meet the same quality as indicated in the CTR submitted as part of the Shop Drawing. 2. Certification of Local Field Service (CLS): A certified letter stating that field service is available from a factory or supplier approved service organization located within a 300 mile radius of the Site. List names, addresses, and telephone numbers of approved service organizations on or attach it to the certificate. Shop Drawings Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013302-3 11-25-2013 3. Certification of Adequacy of Design (CAD): A certified letter from the manufacturer of the equipment stating that they have designed the equipment to be structurally stable and to withstand all imposed loads without deformation, failure, or adverse effects to the performance and operational requirements of the unit. The letter shall state that mechanical and electrical equipment is adequately sized to be fully operational for the conditions specified or normally encountered by the product's intended use. 1.06 WARRANTIES AND GUARANTEES A. Provide all required warranties, guarantees, and related documents with the Shop Drawing. The effective date of warranties and guarantees will be the date of acceptance of the Work by the Owner. B. Identify all Extended Warranties, defined as any guarantee of performance for the product or system beyond the 1 year correction period described in the General Conditions. Issue the warranty certificate in the name of the Owner. Provide a Warranty Bond for Extended Warranties if required by Specification Sections. C. Provide a copy of all warranties in a separate document in accordance with SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS. 1.07 SHOP DRAWING SUBMITTAL PROCEDURES A. Submit Shop Drawings through the Designer. Send all documents in digital format for processing. 1. Provide all information requested in the Shop Drawing submittal form. Do not leave any blanks incomplete. If information is not applicable, enter NA in the space provided. The Shop Drawing submittal form is to be the first document in the file submitted. 2. Submit all documents in Portable Document Format (PDF). a. Create PDF document using Bluebeam Revu software or other compatible software that will create files that can be opened and annotated using Bluebeam Revu software. b. Create PDF documents from native format files unless files are only available from scanned documents. c. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. d. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. e. Submit color PDF documents where color is required to interpret the Shop Drawing. Submit Samples and color charts per Paragraph 1.08.A. f. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. Shop Drawings Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013302-4 11-25-2013 g. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. h. Use Bluebeam Revu software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. i. Add footers to each document with the Project name. 3. Submit each specific product or class of material separately so these can be tracked and processed independently. Do not submit Shop Drawings for more than one product in the same Shop Drawing. 4. Submit items specified in different Specification Sections separately unless they are part of an integrated system. 5. Define abbreviations and symbols used in Shop Drawings. a. Use terms and symbols in Shop Drawings consistent with the Contract Drawings. b. Provide a list of abbreviations and their meaning as used in the Shop Drawings. c. Provide a legend for symbols used on Shop Drawings. 6. Mark Shop Drawings to reference: a. Related Specification Sections, b. Drawing number and detail designation, c. Product designation or name, d. Schedule references, e. System into which the product is incorporated, and f. Location where the product is incorporated into the Project. B. Use the following conventions to markup Shop Drawings for review: 1. Make comments and corrections in the color blue. Add explanatory comments to the markup. 2. Highlight items in black that are not being furnished when the Supplier's standard drawings or information sheets are provided so that only the products to be provided are in their original color. 3. Make comments in the color yellow where selections or decisions by the Designer are required, but such selections do not constitute a deviation from the Contract Documents. Add explanatory comments to the markup to indicate the action to be taken by the Designer. 4. Make comments in the color orange that are deviation requests. Include the deviation request number on the Shop Drawing that corresponds to the deviation request on the Shop Drawing Deviation Request form. Include explanatory comments in the Shop Drawing Deviation Request form. 5. Mark dimensions with the prefix FD to indicate field verified dimensions on the Shop Drawings. Shop Drawings Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013302-5 11-25-2013 C. Submit a Change Proposal per SECTION 01 31 14 CHANGE MANAGEMENT to request modifications to the Contract Documents, including those for approval of "or equal" products when specifically allowed by the Contract Documents or as a substitution for specified products or procedures. D. Designate a Shop Drawing as requiring priority treatment in the comment section of the Shop Drawing submittal form to place the review of the Shop Drawing ahead of other Shop Drawings previously delivered. Shop Drawings are typically reviewed in the order received, unless Contractor requests that a different priority be assigned. Priority Shop Drawings will be reviewed before other Shop Drawings for this Project already received but not yet reviewed. Use of this priority designation for Shop Drawings may delay the review of Shop Drawings previously submitted, pushing the processing of Shop Drawings beyond the 14 day target. Contractor is responsible for delays resulting from the use of the priority designation status on Shop Drawings. E. Complete the certification required by Paragraph 1.03. 1.08 SAMPLE AND MOCKUP SUBMITTAL PROCEDURES A. Submit color charts and Samples for every product requiring color, texture, or finish selection. 1. Submit color charts and Samples only after Shop Drawings for the products have been approved. 2. Deliver all color charts and Samples at one time. 3. Provide Samples of adequate size to clearly illustrate the functional characteristics of the product, with integrally related parts and attachment devices. 4. Indicate the full range of color, texture, and patterns. 5. Deliver color charts and Samples to the field office and store for the duration of the Project 6. Notify the Designer that color charts and Samples have been delivered for approval using the Notification by Contractor form. 7. Submit color charts and Samples not less than 30 days prior to when these products are to be ordered or released for fabrication to comply with the Project schedule. 8. Remove Samples that have been rejected. Submit new Samples following the same process as for the initial Sample until Samples are approved. 9. Dispose of Samples when related Work has been completed and approved and disposal is approved by the Designer. At Owner's option, Samples will become the property of the Owner. B. Construct mockups for comparison with the Work being performed. 1. Construct mockups from the actual products to be used in construction per detailed Specification Sections. 2. Construct mockups of the size and in the area indicated in the Contract Documents. 3. Construct mockups complete with texture and finish to represent the finished product. Shop Drawings Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013302-6 11-25-2013 4. Notify the Designer that mockups have been constructed and are ready for approval using the Notification by Contractor form. Allow 2 weeks for OPT to approve of the mockup before beginning the Work represented by the mockup. 5. Remove mockups that have been rejected. Construct new mockups following the same process as for the initial mockup until mockup is approved. 6. Protect mockups until Work has been completed and accepted by the OPT. 7. Dispose of mockups when related Work has been completed and disposal is approved by the Designer. 1.09 REQUESTS FOR DEVIATION A. Submit requests for deviation from the Contract Documents for any product that does not fully comply with the Contract Documents. B. Submit requests for deviation using the Shop Drawing Deviation Request form provided. Identify each deviation request as a separate item. Include all requested deviations that must be approved as a group together and identify them as a single item. C. Include a description of why the deviation is required and the impact on Contract Price or Contract Times. Include the amount of any cost savings to the Owner for deviations that result in a reduction in cost. D. Submit as a Change Proposal prior to submitting the Shop Drawing if the deviation will result in a change in Contract Price or Contract Times. E. A Modification must be issued by the Designer for approval of a deviation. Approval of a requested Shop Drawing deviation by the Designer on the Shop Drawings Deviation Request form indicates approval of the requested deviation only on its technical merits as generally conforming to the Contract Documents. Deviations from the Contract Documents can only be approved by a Modification. 1.10 DESIGNER RESPONSIBILITIES A. Shop Drawings will be received by the Designer. Designer will log the documents and review per this Section for general conformance with the Contract Documents. 1. Designer's review and approval will be only to determine if the products described in the Shop Drawing or Sample will, after installation or incorporation into the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Designer's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions or programs incident thereto. 3. Designer's review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. B. Comments will be made on items called to the attention of the Designer for review and comment. Any marks made by the Designer do not constitute a blanket review of the Shop Drawings Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013302-7 11-25-2013 document submittal or relieve the Contractor from responsibility for errors or deviations from the Contract requirements. 1. Designer will respond to Contractor's markups by either making markups directly in the Shop Drawings file using the color green or by attaching a Document Review Comments form with review comments. 2. Shop Drawings that are reviewed will be returned with one or more of the following status designations: a. Approved: Shop Drawing is found to be acceptable as submitted. b. Approved as Noted: Shop Drawing is Approved so long as corrections or notations made by Designer are incorporated into the Show Drawing. c. Not Approved: Shop Drawing or products described are not acceptable. 3. Shop Drawing will also be designated for one of the following actions: a. Final distribution: Shop Drawing is acceptable without further action and has been filed as a record document. b. Shop Drawing not required: A Shop Drawing was not required by the Contract Documents. Resubmit the document per SECTION 01 33 03 RECORD DATA. c. Cancelled: This action indicates that for some reason, the Shop Drawing is to be removed from consideration and all efforts regarding the processing of that document are to cease. d. Revise and resubmit: Shop Drawing has deviations from the Contract Documents, significant errors, or is inadequate and must be revised and resubmitted for subsequent review. e. Resubmit with corrections made: Shop Drawing is "Approved as Noted," but has significant markups. Make correction and notations to provide a revised document with markup incorporated into the original document so that no markups are required. f. Returned without review due to excessive deficiencies: Document does not meet the requirement of the Specifications for presentation or content to the point where continuing to review the document would be counterproductive to the review process or clearly does not meet the requirements of the Contract Documents. Revise the Shop Drawing to comply with the requirements of this Section and resubmit. g. Actions a through c will close out the Shop Drawing review process and no further action is required as a Shop Drawing. Actions d through f require follow up action to close out the review process. 4. Drawings with a significant or substantial number of markings by the Contractor may be marked "Approved as Noted" and "Resubmit with corrections made." These drawings are to be revised to provide a clean record of the Shop Drawing. Proceed with ordering products as the documents are revised. 5. Dimensions or other data that does not appear to conform to the Contract Documents will be marked as "At Variance With" (AVW) the Contract Documents or other Shop Drawings Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013302-8 11-25-2013 information provided. The Contractor is to make revisions as appropriate to comply with the Contract Documents. C. Bring deviations to the Shop Drawings to the attention of the Designer for approval by using the Shop Drawing Deviation Request form. Use a single line for each requested deviation so the Status and Action for each deviation can be determined for that requested deviation. If approval or rejection of a requested deviation will impact other requested deviations, then all related deviations should be included in that requested deviation line so the status and action can be determined on the requested deviation as a whole. D. Requested deviations will be reviewed as possible Modification to the Contract Documents. 1. A Requested deviation will be rejected as "Not Approved" if the requested deviation is unacceptable. Contractor is to revise and resubmit the Shop Drawing with corrections for approval. 2. A Field Order will be issued by the Designer for deviations approved by the Designer if the requested deviation is acceptable and if the requested deviation will not result in a change in Contract Price or Contract Times. Requested deviations from the Contract Documents may only be approved by Field Order. 3. A requested deviation will be rejected if the requested deviation is acceptable but the requested deviation will or should result in a change in Contract Price or Contract Times. Submit any requested deviation that requires as change in Contract Price or Contract Times as a Change Proposal for approval prior to resubmitting the Shop Drawing. E. Contractor is to resubmit the Shop Drawing until it is acceptable and marked Approved or Approved as Noted and is assigned an action per Paragraph 1.10.6 that indicates that the Shop Drawing process is closed. F. Information that is submitted as a Shop Drawings that should be submitted as Record Data or other type of document, or is not required may be returned without review, or may be deleted. No further action is required and the Shop Drawing process for this document will be closed. 1.11 RESUBMISSION REQUIREMENTS A. Make all corrections or changes in the documents required by the Designer and resubmit to the Designer until approved. 1. Revise initial drawings or data and resubmit as specified for the original document. 2. Highlight or cloud in green those revisions which have been made in response to the previous reviews by the Designer. This will include changes previously highlighted or clouded in yellow to direct attention to Designer to items requiring selections or decisions by the Designer or highlighted or clouded in orange for a requested deviation from the Contract Documents. 3. Highlight and cloud new items in yellow where selections or decisions by the Designer are required, but such selections do not constitute a deviation from the Contract Documents. Add explanatory comments to the markup to indicate the action to be taken by the Designer. Shop Drawings Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013302-9 11-25-2013 4. Highlight and cloud new items in orange that are deviation requests. Include the deviation request number on the Shop Drawing that corresponds to the deviation request on the Shop Drawing Deviation Request form. Numbering for these new items is to start with the next number following the last Shop Drawing deviation requested. Include explanatory comments in the Shop Drawing Deviation Request form. B. Pay for excessive review of Shop Drawings. 1. Excessive review of Shop Drawings is defined as any review required after the original review has been made and the first resubmittal has been checked to see that corrections have been made. 2. Review of Shop Drawings or Samples will be an additional service requiring payment by the Contractor if the Contractor submits a substitution for a product for which a Shop Drawing or Sample has previously been approved, unless the need for such change is beyond the control of Contractor. 3. Cost for additional review time will be billed to the Owner by the Designer for the actual hours required for the review of Shop Drawings by Designer and in accordance with the rates listed in SECTION 00 73 00 SUPPLEMENTARY CONDITIONS. 4. A Set-off will be included in each Application for Payment to pay cost for the additional review to the Owner on a monthly basis. The Set-off will be based on invoices submitted to Owner for these services. 5. Need for more than one resubmission or any other delay of obtaining Designer's review of Shop Drawings will not entitle the Contractor to an adjustment in Contract Price or an extension of Contract Times. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Shop Drawings Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 01 33 02 - 10 11-25-2013 01 33 03 RECORD DATA 1.00 GENERAL 1.01 WORK INCLUDED A. Submit Record Data as required by the Contract Documents and as reasonably requested by the OPT. Provide Record Data for all products unless a Shop Drawing is required for the same item. B. Submit Record Data to provide documents that allow the Owner to: 1. Record the products incorporated into the Project for the Owner; 2. Review detailed information about the products regarding their fabrication, installation, commissioning, and testing; and 3. Provide replacement or repair of the products at some future date. C. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the receipt or cursory review of Record Data. Contract modifications can only be approved by Change Order or Field Order. D. Provide various reports or other documents that Contract Documents required be submitted for record purposes. 1.02 QUALITY ASSURANCE A. Submit legible, accurate, and complete documents presented in a clear, easily understood manner. Record Data not meeting these criteria will be rejected. 1.03 CONTRACTOR'S RESPONSIBILITIES A. Submit Record Data for the following items: Specification Section 01 31 13 Record Data Description Record Drawings B. Include Record Data in the Schedule of Documents required by SECTION 01 33 00 DOCUMENT MANAGEMENT to indicate the Record Data to be submitted, the dates on which documents are to be sent to the Designer for review, and proposed dates that the product will be incorporated into the Project. C. Complete the following before submitting Record Data: 1. Prepare Record Data and coordinate with Shop Drawings or Samples, other Record Data, and with the requirements of the Work and the Contract Documents; 2. Determine and verify specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information; 3. Determine and verify the suitability of materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and Record Data Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013303-1 11-25-2013 4. Determine and verify information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. D. Determine and verify: 1. Accurate field measurements, quantities, and dimensions are shown on the Record Data; 2. Location of existing structures, utilities, and equipment related to the Record Data have been shown and conflicts between the products existing structures, utilities, and equipment have been identified; 3. Conflicts that impact the installation of the products have been brought to the attention of the OPT through the Designer; 4. Record Data are complete for their intended purpose; and 5. Conflicts between the Record Data related to the various Subcontractors and Suppliers have been resolved. E. Review Record Data prior to submitting to the Designer. Certify that all Record Data has been reviewed by the Contractor and is in strict conformance with the Contract Documents as modified by Addenda, Change Order, Field Order, or Contract Amendment when submitting Record Data. 1.04 RECORD DATA REQUIREMENTS A. Include a complete description of the material or equipment to be furnished, including: 1. Type, dimensions, size, arrangement, model number, and operational parameters of the components; 2. Weights, gauges, materials of construction, external connections, anchors, and supports required; 3. All applicable standards such as ASTM or Federal specification numbers; 4. Fabrication and installation drawings, setting diagrams, manufacturing instructions, templates, patterns, and coordination drawings; 5. Mix designs for concrete, asphalt, or other materials proportioned for the Project; and 6. Complete and accurate field measurements for products which must fit existing conditions. Indicate on the document submittal that the measurements represent actual dimensions obtained at the Site. 1.05 SPECIAL CERTIFICATIONS AND REPORTS A. Provide all required certifications with the Record Data as specified in the individual Specification Sections: 1. Certified Test Reports (CTR): A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the Specifications. This report is to demonstrate that the product when installed will meet the requirements and is part of the Record Data. Field tests may be performed by the Record Data Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013303-2 11-25-2013 Owner to determine that in place materials or products meet the same quality as indicated in the CTR submitted as part of the Record Data. 1.06 WARRANTIES AND GUARANTEES A. Provide all required warranties, guarantees, and related documents with the Record Data. The effective date of warranties and guarantees will be the date of acceptance of the Work by the Owner. B. Identify all Extended Warranties, defined as any guarantee of performance for the product or system beyond the 1 year correction period described in the General Conditions. Issue the warranty certificate in the name of the Owner. Provide a Warranty Bond for Extended Warranties if required by Specification Sections. C. Provide a copy of all warranties in a separate document in accordance with SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS. 1.07 RECORD DATA SUBMITTAL PROCEDURES A. Submit Record Data through the Designer. Send all documents in digital format for processing. 1. Provide all information requested in the Record Data submittal form. Do not leave any blanks incomplete. If information is not applicable, enter NA in the space provided. The Record Data submittal form is to be the first document in the file. 2. Submit all documents in Portable Document Format (PDF). a. Create PDF document using Bluebeam Revu software or other compatible software that will create files that can be opened and annotated using Bluebeam Revu software. b. Create PDF documents from native format files unless files are only available from scanned documents. c. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. d. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. e. Submit color PDF documents where color is required to interpret the Record Data. f. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. g. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. h. Use Bluebeam Revu software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. Record Data Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013303-3 11-25-2013 i. Add footers to each document with the Project name. 3. Submit each specific product, class of material, or product separately so these can be tracked and processed independently. Do not submit Record Data for more than one system in the same Record Data. 4. Submit items specified in different Specification Sections separately unless they are part of an integrated system. 5. Define abbreviations and symbols used in Record Data. a. Use terms and symbols in Record Data consistent with the Contract Drawings. b. Provide a list of abbreviations and their meaning as used in the Record Data. c. Provide a legend for symbols used on Record Data. 6. Mark Record Data to reference: a. Related Specification Sections, b. Drawing number and detail designation, c. Product designation or name, d. Schedule references, e. System into which the product is incorporated, and f. Location where the product is incorporated into the Project. B. Submit a Change Proposal per SECTION 01 31 14 CHANGE MANAGEMENT to request modifications to the Contract Documents, including those for approval of "or equal" products when specifically allowed by the Contract Documents or as a substitution for specified products or procedures. Deviations from the Contract Documents can only be approved by a Modification. C. Complete the certification required by Paragraph 1.03. 1.08 DESIGNER'S RESPONSIBILITIES A. Record Data will be received by the Designer, logged, and provided to Owner as the Project record. 1. Record Data may be reviewed to see that the information provided is adequate for the purpose intended. Record Data not meeting the requirements of Paragraph 1.02 may be rejected as unacceptable. 2. Record Data is not reviewed for compliance with the Contract Documents. Comments may be returned if deviations from the Contract Documents are noted during the cursory review performed to see that the information is adequate. 3. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the review of Record Data. Contract modifications can only be approved by a Modification. B. Designer may take the following action in processing Record Data: Record Data Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013303-4 11-25-2013 1. File Record Data as received if the cursory review indicates that the document meets the requirements of Paragraph 1.02. Document will be given the status of "Filed as Received" and not further action is required on that Record Data. 2. Reject the Record Data for one of the following reasons: a. The document submittal requirements of the Contract Documents indicate that the document submitted as Record Data should have been submitted as a Shop Drawing. The Record Data will be marked "Rejected" and "Submit Shop Drawing." No further action is required on this document as Record Data and the Record Data process will be closed. Resubmit the document as a Shop Drawing per SECTION 01 33 02 SHOP DRAWINGS. b. The cursory review indicates that the document does not meet the requirements of Paragraph 1.02. The Record Data will be marked "Rejected" and "Revise and Resubmit." Contractor is to resubmit the Record Data until it is acceptable and marked "Filed as Received." When Record Data is filed, no further action is required and the Record Data process will be closed. c. The Record Data is not required by the Contract Documents nor is applicable to the Project. The Record Data will be marked "Rejected" and "Cancel - Not Required." No further action is required and the Record Data process will be closed. C. Contractor is to resubmit the Record Data until it is acceptable and marked "Filed as Received." 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Record Data Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013303-5 11-25-2013 0133 04 CONSTRUCTION PROGRESS SCHEDULE 1.00 GENERAL 1.01 REQUIREMENTS A. Prepare and submit a Progress Schedule for the Work and update the schedule on a monthly basis for the duration of the Project. B. Provide schedule in adequate detail to allow Owner to monitor progress and to relate document processing to sequential activities of the Work. C. Incorporate and specifically designate the dates of anticipated submission of documents and the dates when documents must be returned to the Contractor into the schedule. D. Assume complete responsibility for maintaining the progress of the Work per the schedule submitted. E. Take the requirements of SECTION 01 35 00 SPECIAL PROCEDURES into consideration when preparing schedule. 1.02 DOCUMENT SUBMITTAL A. Submit Progress Schedules in accordance with SECTION 01 33 00 DOCUMENT MANAGEMENT. B. Submit a preliminary schedule within 10 days after the Notice of Award. The schedule is to be available at the pre -construction conference. C. Submit a detailed schedule at least 10 days prior to the first payment request. D. Submit Progress Schedules updates monthly with Applications for Payment to indicate the progress made on the Project to that date. Failure to submit the schedule may cause delay in the review and approval of Applications for Payment. 1.03 SCHEDULE REQUIREMENTS A. Schedule is to be in adequate detail to: 1. Assure adequate planning, scheduling, and reporting during the execution of the Work; 2. Assure the coordination of the Work of the Contractor and the various Subcontractors and Suppliers; 3. Assist in monitoring the progress of the Work; and 4. Assist in evaluating proposed changes to the Contract Times and Project schedule. B. Provide personnel with 5 years' minimum experience in scheduling construction work comparable to this Project. Prepare the schedule using acceptable scheduling software. C. Provide the schedule in the form of a computer generated critical path schedule which includes Work to be performed on the Project. It is intended that the schedule accomplish the following: Construction Progress Schedule Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0133 04 - 1 11-25-2013 1. Give early warning of delays in time for correction. 2. Provide detailed plans for the execution of the Work in the form of future activities and events in sequential relationships. 3. Establish relationships of significant planned Work activities and provide a logical sequence for planned Work activities. 4. Provide continuous current status information. 5. Allow analysis of the Contractor's program for the completion of the Project. 6. Permit schedules to be revise when the existing schedule is not achievable. 7. Log the progress of the Work as it actually occurs. D. Prepare a time scaled CPM arrow or precedence diagram to indicate each activity and its start and stop dates. 1. Develop Milestone dates and Project completion dates to conform to time constraints, sequencing requirements and Contract completion date. 2. Use calendar day durations while accounting for holidays and weather conditions in the projection of the duration of each activity. 3. Clearly indicate the critical path for Work to complete the Project. E. Provide a time scaled horizontal bar chart which indicates graphically the Work scheduled at any time during the Project. The chart is to indicate: 1. Complete sequence of construction by activity; 2. Identification of the activity by structure, location, and type of Work; 3. Chronological order of the start of each item of Work; 4. The activity start and stop dates; 5. The activity duration; 6. Successor and predecessor relationships for each activity; 7. A clearly indicated single critical path; and 8. Projected percentage of completion, based on dollar value of the Work included in each activity as of the first day of each month. F. Provide a schedule incorporating the Schedule of Documents provided in accordance with SECTION 01 33 00 DOCUMENT MANAGEMENT indicating: 1. Specific dates each document is to be delivered to the Designer. 2. Specific dates each document must be received in order to meet the proposed schedule. 3. Allow a reasonable time to review documents, taking into consideration the size and complexity of the document, other documents being processed, and other factors that may affect review time. Construction Progress Schedule Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013304-2 11-25-2013 4. Allow time for re -submission of the each document. Contractor is responsible for delays associated with additional time required to review incomplete or erroneous documents and for time lost when documents are submitted for products that do not meet Specification requirements. 1.04 SCHEDULE REVISIONS A. Revise the schedule if it appears that the schedule no longer represents the actual progress of the Work. 1. Submit a written report if the schedule indicates that the Project is more than 30 days behind schedule. The report is to include: a. Number of days behind schedule; b. Narrative description of the steps to be taken to bring the Project back on schedule; and c. Anticipated time required to bring the Project back on schedule. 2. Submit a revised schedule indicating the action that the Contractor proposes to take to bring the Project back on schedule. B. Revise the schedule to indicate any adjustments in Contract Times approved by Modification. 1. Include a revised schedule with Change Proposals if a change in Contract Times is requested. 2. OPT will deem any Change Proposal that does not have a revised schedule and request for a change in Contract Times as having no impact on the ability of the Contractor to complete the Project within the Contract Times. C. Updating the Project schedule to reflect actual progress is not considered a revision to the Project schedule. D. Applications for Payment may not be recommended for payment without a revised schedule and if required, the report indicating the Contractor's plan for bringing the Project back on schedule. 1.05 FLOAT TIME A. Define float time as the amount of time between the earliest start date and the latest start date of a chain of activities on the construction schedule. B. Float time is not for the exclusive use or benefit of either the Contractor or Owner. C. Where several subsystems each have a critical path, the subsystem with the longest time of completion is the critical path and float time is to be assigned to other subsystems. D. Contract Times cannot be changed by the submission of a schedule. Contract Times can only be modified by a Change Order or Contract Amendment. E. Schedule completion date must be the same as the Contract completion date. Time between the end of construction and the Contract completion date is float time. Construction Progress Schedule Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013304-3 11-25-2013 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Construction Progress Schedule Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013304-4 11-25-2013 0133 05 VIDEO AND PHOTOGRAPHIC DOCUMENTATION 1.00 GENERAL 1.01 WORK INCLUDED A. Provide a video recording of the Site prior to the beginning of construction. 1. Record the condition of all existing facilities in or abutting the construction area (right- of-way) including but not limited to streets, curb and gutter, utilities, driveways, fencing, landscaping, etc. 2. Record after construction staking is complete but prior to any clearing. 3. Provide one copy of the recording, dated and labeled to the OAR before the start of construction. Provide additional recording as directed by the OAR if the recording provided is not considered suitable for the purpose of recording pre-existing conditions. B. Furnish an adequate number of photographs of the Site to clearly depict the completed Project. 1. Provide a minimum of ten different views. 2. Photograph a panoramic view of the entire Site. 3. Photograph all significant areas of completed construction. 4. Completion photographs are not to be taken until all construction trailers, excess materials, trash, and debris have been removed. 5. Employ a professional photographer approved by the OAR to photograph the Project. 6. Provide one aerial photograph of the Site from an angle and height to include the entire Site while providing adequate detail. C. All photographs, video recordings, and a digital copy of this media are to become the property of the Owner. Photographs or recordings may not be used for publication, or public or private display without the written consent of the Owner. 1.02 QUALITY ASSURANCE A. Provide clear photographs and recordings taken with proper exposure. View photographs and recordings in the field and take new photographs or recordings immediately if photos of an adequate print quality cannot be produced or video quality is not adequate. Provide photographs with adequate quality and resolution to permit enlargements. 1.03 DOCUMENT SUBMITTAL A. Submit photographic documentation as Record Data in accordance with SECTION 01 33 00 DOCUMENT MANAGEMENT. B. Submit two DVDs of the video recording as Record Data in accordance with SECTION 01 33 00 DOCUMENT MANAGEMENT. Video and Photographic Documentation Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013305-1 11-25-2013 2.00 PRODUCTS 2.01 PHOTOGRAPHS A. Provide photographs in digital format with a minimum resolution of 1280 x 960, accomplished without a digital zoom. B. Take photographs at locations acceptable to the OAR. C. Provide two color prints of each photograph and a digital copy on a DVD of each photograph taken. D. Identify each print on back with: 1. Project name. 2. Date, time, location, and orientation of the exposure. 3. Description of the subject of photograph. E. Submit photograph in clear plastic sheets designed for photographs. Place only one photograph in each sheet to allow the description on the back to be read without removing the photograph. F. Final photographs are to include two 8 -by -10 -inch glossy color prints for each of ten photographs selected by the OAR. These photographs are in addition to normal prints. 2.02 VIDEO RECORDING A. Provide digital format on DVD that can be played with Windows Media Player in common format in full screen mode. B. Identify Project on video by audio or visual means. C. Video file size should not exceed 400 MB. D. Video resolution shall be 1080p. E. The quality of the video must be sufficient to determine the existing conditions of the construction area. Camera panning must be performed while at rest, do not pan the camera while walking or driving. Camera pans should be performed at intervals sufficient to clearly view the entire construction area. F. DVD shall be labeled with construction stationing and stationing should be called out, voice recorded, in the video. G. The entire construction area recording shall be submitted at once. Sections submitted separately will not be accepted. 3.00 EXECUTION (NOT USED) END OF SECTION Video and Photographic Documentation Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 013305-2 11-25-2013 01 35 00 SPECIAL PROCEDURES 1.00 GENERAL 1.01 CONSTRUCTION SEQUENCE A. Perform the Work as required to complete the entire Project within the Contract Times and in the sequence stipulated below: 1. Phasing and construction sequence shall be as listed in the plans. B. Work shall be completed within the specified time for these items: Description N/A Time C. Consider the sequences, duration limitations, and governing factors outlined in this Section to prepare the schedule for the Work. D. Perform the Work not specifically described in this Section as required to complete the entire Project within the Contract Times. 1.02 PLAN OF ACTION A. Submit a written plan of action for approval for shutting down essential services. These include: 1. Electrical power, 2. Control power, 3. Pipelines or wastewater systems, 4. Communications equipment, and 5. Other designated functions. B. Describe the following in the plan of action: 1. Scheduled dates for construction; 2. Work to be performed; 3. Utilities, piping, or services affected; 4. Length of time the service or utility will be disturbed; 5. Procedures to be used to carry out the Work; 6. Plan of Action to handle emergencies; 7. List of manpower, equipment, and ancillary supplies; 8. Backups for key pieces of equipment and key personnel; 9. Contingency plan that will be used if the original schedule cannot be met; and C. Submit plan 2 weeks prior to beginning the Work. Special Procedures Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0135 00 - 1 11-25-2013 1.03 CRITICAL OPERATIONS A. The Owner has identified critical operations that must not be out of service longer than the designated maximum time out of service and/or must be performed only during the designated times. These have been identified in the table below: Critical Operation Max. Time Out of Operation Hours Operation can be Shut Down Liquidated Damages ($ per hour) Wastewater Tie -In 0 0 400 B. Submit a written plan of action per Paragraph 1.02 for approval for critical operations. C. Work affecting critical operations is to be performed on a 24-hour a day basis until Owner's normal operations have been restored. D. Provide additional manpower and equipment as required to complete the Work affecting critical operations within the allotted time. E. Liquidated damages will be assessed if Work on critical operations is not completed within the time indicated. 1. These items are critical to the operation of the existing distribution system. 2. Loss of operation of the existing distribution system can subject the Owner to loss of revenue, additional operations cost, and fines from regulatory agencies. 3. Liquidated damages have been established for each critical operation. F. Designated Critical Operations are described in more detail as follows: 1. Critical Operation 1— Wastewater Tie -In a. Construction of the doghouse manhole near Williams Dr. 1.04 OWNER ASSISTANCE A. The Owner will assist the Contractor in draining the existing pipelines as much as possible through existing blow -off valves. The Contractor will be responsible for providing dewatering pumps, etc. required to completely dewater the facilities and handle any leakage past closed valves, gates or adjacent structures. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Special Procedures Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0135 00 - 2 11-25-2013 0140 00 QUALITY MANAGEMENT 1.00 GENERAL 1.01 CONTRACTOR'S RESPONSIBILITIES A. Review the OPT's Quality Management Program and prepare and submit the Contractor's Quality Control Plan. B. Implement the Contractor's Quality Control Plan to control the quality of the Work and verify that the Work meets the standards of quality established in the Contract Documents. 1. Inspect products to be incorporated into the Project. Ensure that Suppliers have adequate quality control systems to ensure that products that comply with the Contract Documents are provided. 2. Integrate quality control measures into construction activities to produce Work which meets quality expectations of the Contract Documents. Inspect the Work of the Contractor, Subcontractors, and Suppliers. Correct Defective Work. 3. Provide and pay for the services of an approved professional materials testing laboratory acceptable to the OPT to provide testing that demonstrates that products proposed in Shop Drawings and Record Data for the Project fully comply with the Contract Documents. 4. Provide facilities, equipment, and Samples required for quality control inspections and tests: a. Give the OAR adequate notice before proceeding with Work that would interfere with inspections or testing; b. Notify the OAR and testing laboratories prior to the time that testing is required, providing adequate lead time to allow arrangements for inspections or testing to be made; c. Do not proceed with any Work that would impact the ability to correct defects or Work that would require subsequent removal to correct defects until testing services have been performed and results of tests indicate that the Work is acceptable; d. Cooperate fully with the performance of sampling, inspection, and testing; e. Provide personnel to assist with sampling or to assist in making inspections and field tests; f. Obtain and handle Samples for testing at the Site or at the production source of the product to be tested; g. Provide adequate quantities of representative products to be tested to the laboratory at the designated locations; h. Provide facilities required to store and cure test Samples; i. Provide calibrated scales and measuring devices for the OPT's use in performing inspections and testing; Quality Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0140 00 - 1 11-25-2013 j. Provide adequate lighting to allow OPT observations; and k. Make Contract Documents available to testing agencies when requested. 5. Provide safe access for all inspection and testing activities, including those to be conducted as part of the OPT's Quality Management Program. 6. Document Defective Work though Certified Test Reports and Defective Work Notices. Document that corrective actions have been taken to correct any defects and that corrected Work is in compliance with the Contract Documents. 7. Apply quality control measures to documentation provided for the Project. 8. Implement countermeasures to prevent future Defective Work. C. Perform tests as indicated in this and other Sections of the Specifications. Technical Specifications govern if any testing and inspection requirements of this Section conflict with the testing and inspection requirements of the technical Specifications. D. All verification testing is to be observed by the OAR or designated representative. E. Send test reports to the Designer. F. Provide an update on quality control activities at monthly progress meetings required by SECTION 01 31 13 PROJECT COORDINATION. G. Owner will withhold payment for Defective Work, or Work that has not been tested or inspected in accordance with the Contractor's Quality Control Plan, the OPT's Quality Control Program, or the Contract Documents. H. Work performed that is connected or adjacent to Defective Work or Work that would have to be removed to correct Defective Work is also considered to be Defective. Contractor is responsible for all cost with replacing any acceptable Work that must be removed, or might be damaged by corrective actions. 1.02 QUALITY MANAGEMENT ACTIVITIES BY THE OPT A. OPT will perform its own quality assurance tests independent of the Contractor's Quality Control Program. Assist the OPT and testing organizations in performing quality assurance activities per Paragraph 1.01. B. Quality assurance testing performed by the OPT will be paid for by the Owner, except for verification testing required per Paragraph 1.07. C. Quality assurance activities of the OPT, through their own forces or through contracts with consultants and materials testing laboratories are for the purpose of monitoring the results of the Contractor's Work to see that it is in compliance with the requirements of the Contract Documents. Quality assurance activities or non-performance of quality assurance activities by the OPT do not: 1. Relieve the Contractor of its responsibility to provide Work or furnish products that conform with the requirements of the Contract Documents; 2. Relieve the Contractor of its responsibility for providing adequate quality control measures; Quality Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0140 00 - 2 11-25-2013 3. Relieve the Contractor of its responsibility for damage to or loss of Work or products before OPT's acceptance; 4. Constitute or imply OPT's acceptance; and 5. Affect the continuing rights of the Owner after OPT's acceptance of the completed Work. D. Work is subject to OPT's quality assurance observations or testing at any time. Products which have been tested or inspected and approved by OPT at a supply source or staging area may be inspected or tested again by the OPT before, during or after incorporation into the Work and rejected if products do not comply with the Contract Documents. 1.03 CONTRACTOR'S USE OF OPT'S TEST REPORTS A. OPT has prepared a Quality Management Plan that describes, in general, the OPT's anticipated quality assurance testing program for this Project. This testing program will be made available to Bidders during the bidding phase. This plan outlines only the testing in general terms and may not reflect actual testing. Actual testing will depend on the Contractors means, methods and procedures of construction which will not be known until the Contractor begins Work and submits their own Quality Control Plan for review. There is no guarantee that all testing will be performed. B. Contractor will receive copies of all test reports documenting OPT's quality assurance activities. Contractor is entitled to rely on the accuracy of these tests results and use these as part of their quality control efforts. C. Contractor is to determine additional testing or inspections that may be required to implement the Contractor's Quality Control Plan. Include cost for additional testing and inspections required to meet Contractors quality control obligations, including the cost for correcting Defective Work in the Contract Price. D. Contractor may submit a Change Proposal if OPT's quality assurance testing program deviates significantly from the OPT's Quality Management Plan, and Contractor can demonstrate that additional cost was incurred to implementing the Contractor's Quality Control Plan resulting from these deviations. 1.04 DOCUMENTATION A. Provide documentation which includes: 1. Contractor's Quality Management Plan that establishes the methods of assuring compliance with the Contract Documents. Submit this plan as a Shop Drawings per SECTION 01 33 02 SHOP DRAWINGS. 2. A Statement of Qualification for any proposed testing laboratories that includes a list of the engineers and technical staff that will provide testing services on the Project, descriptions of the qualifications of these individuals, list of tests that can be performed, equipment used with date of last certification, and a list of recent projects for which testing has been performed with references for those projects. 3. Provide Certified Test Reports for products to be incorporated into the Project. Provide reports to indicate that proposed products comply with the Contract Documents or indicate that proposed products do not comply with the Contract Quality Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0140 00 - 3 11-25-2013 Documents and why it does not comply. Submit these test reports as part of a Shop Drawings submitted per SECTION 01 33 02 SHOP DRAWINGS. 4. Provide Certified Test Reports for inspection and testing required in this Section and in other Specification Sections. Provide reports to indicate that Work complies with the Contract Documents or indicate that Work does not comply with the Contract Documents they are not in compliance and why it does not comply. Submit these test reports on forms provided per SECTION 01 33 00 DOCUMENT MANAGEMENT. 1.05 STANDARDS A. Provide testing laboratories that comply with the American Council of Independent Laboratories (ACIL) "Recommended Requirements for Independent Laboratory Qualifications." B. Perform testing per recognized test procedures as listed in the various Sections of the Specifications, standards of the State Department of Highways and Public Transportation, American Society of Testing Materials (ASTM), or other testing associations. Perform tests in accordance with published procedures for testing issued by these organizations. 1.06 DELIVERY AND STORAGE A. Handle and protect test specimens of products and construction materials at the Site in accordance with recognized test procedures. Provide facilities for storing, curing, processing test specimens as required by test standard to maintain the integrity of Samples. 1.07 VERIFICATION TESTING FOR CORRECTED DEFECTS A. Provide verification testing on Work performed to correct Defective Work to demonstrate that the Work is now in compliance with the Contract Documents. Document that Defective Work has been corrected and verify that the OAR closes the item in the Defective Work Register. B. Pay for verification testing. OPT may perform verification testing as part of their Quality Management Program and impose a Set-off to recover the cost for this testing. C. Conduct the same tests or inspections used to determine that the original Work was Defective. Different tests or methods may be used if approved by the OPT. 1.08 TEST REPORTS A. Certified Test Reports are to be prepared for all tests. 1. Tests performed by testing laboratories may be submitted on their standard test report forms if acceptable to the OPT. These reports must include the following: a. Name of the Owner, Project title and number and Contractor; b. Name of the laboratory, address, and telephone number; c. Name and signature of the laboratory personnel performing the test; d. Description of the product being sampled or tested; Quality Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 014000-4 11-25-2013 e. Date and time of sampling, inspection, and testing; f. Date the report was issued; g. Description of the test performed; h. Weather conditions and temperature at time of test or sampling; i. Location at the Site or structure where the test was taken; j. Standard or test procedure used in making the test; k. A description of the results of the test; I. Statement of compliance or non-compliance with the Contract Documents; and m. Interpretations of test results, if appropriate. 2. Submit reports on tests performed by Contractor, Subcontractors or Suppliers on the forms provided by the OAR. 3. OPT will prepare test reports on test performed by the OPT. B. Send test report to Designer within 24 hours of completing the test. Flag tests reports with results that do not comply with Contract Documents for immediate attention. C. Payment for Work may be withheld until test reports indicate that the Work is not Defective. 1.09 DEFECTIVE WORK A. Immediately correct any Defective Work or notify the OAR why the Work is not to be corrected immediately and when corrective action will be completed. B. No payment will be made for Defective Work. Remove Work from the Application for Payment if Work paid for on a previous Application for Payment is found to be Defective. 1.10 LIMITATION OF AUTHORITY OF THE TESTING LABORATORY A. The testing laboratory representatives are limited to providing testing services and interpreting the results of the test performed. B. The testing laboratory is not authorized to: 1. Alter the requirements of the Contract Documents; 2. Accept or reject any portion of the Work; 3. Perform any of the duties of the Contractor; or 4. Direct or stop the Work. 1.11 QUALITY CONTROL PLAN A. Submit the Contractor's Quality Control Plan for approval as a Shop Drawing per SECTION 01 33 02 SHOP DRAWINGS. Use Contractor's Quality Control Plan Checklist provided to review the document before submitting and include a copy of the completed checklist with the Contractor's Quality Control Plan. Do not begin Work until the Contractor's Quality Control Plan is approved. Submit an interim plan covering only the portion of Work to be Quality Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0140 00 - 5 11-25-2013 performed if the Contractor plans to begin Work prior to submitting the Contractor's Quality Control Plan for the Project. Do not begin Work on other parts of the Project until the Contractor's Quality Control Plan is approved or another interim plan covering the additional Work to be started is approved. B. Provide a Contractor's Quality Control Plan that incorporates construction operations at both the Site and production Work at remote locations and includes Work by Subcontractors and Suppliers. The Contractor's Quality Control Plan is to include: 1. A description of the quality control organization, including an organization chart showing lines of authority to control the quality of Work; 2. Documentation describing name, qualifications (in resume format), duties, responsibilities, and level of authority of the Quality Control Manager; 3. The name, qualifications (in resume format), duties, responsibilities, and authorities of other persons assigned a quality control function; 4. Procedures for scheduling, reviewing, certifying, and managing documentation, including documentation provided by Subcontractors and Suppliers; 5. Control, verification, and acceptance testing procedures for each specific test. Include: a. Name of tests to be performed, b. Specification paragraph requiring test, c. Parameters of Work to be tested, d. Test frequency, e. Persons responsible for each test, and f. Applicable industry testing standards and laboratory facilities to be used for the test; 6. Integrate the OPT quality assurance testing into the Contractor's Quality Control Plan, specifically identifying the tests or inspections in Paragraph 1.11.6.5 that will be provided by the OPT as part of their Quality Management Program; 7. Procedures for tracking and documenting quality management efforts. 8. Procedures for tracking Defective Work from initial identification through acceptable corrective action. Indicate how documentation of the verification process for deficiencies will be made. 9. Reporting procedures which incorporate the use of forms provided by the OAR. 10. The name of the proposed testing laboratories along with documentation of qualifications per Paragraph 1.04. C. The Quality Control Manager must have authority to reject Defective Work and redirect the efforts of the Contractor's Team to prevent or correct Defective Work. D. Notify the Designer of any changes to the Contractor's Quality Control Plan or quality control personnel. Quality Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0140 00 - 6 11-25-2013 E. Meet with the OPT 7 days after Contractor's Quality Control Plan is submitted and before start of construction to discuss the Contractor's Quality Control Plan and expedite its approval. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION 3.01 IMPLEMENT CONTRACTOR'S QUALITY CONTROL PLAN A. Perform quality control observations and testing as required in each Section of the Specifications and where indicated on the Drawings. B. Includes the following phases for each definable Work task. A definable Work task is one which is separate and distinct from other tasks, has separate control requirements, may be provided by different trades or disciplines, or may be Work by the same trade in a different environment. 1. Planning Phase: Perform the following before beginning each definable Work task: a. Review the Contract Drawings. b. Review documents and determine that they are complete in accordance with the Contract Documents. c. Check to assure that all materials and/or equipment have been tested, submitted, and approved. d. Examine the work area to assure that all required preliminary Work has been completed and complies with the Contract Documents. e. Examine required materials, equipment, and Sample Work to assure that they are on hand, conform to Shop Drawings and Record Data, and are properly stored. f. Review requirements for quality control inspection and testing. g. Discuss procedures for controlling quality of the Work. Document construction tolerances and workmanship standards for the Work task. h. Check that the portion of the plan for the Work to be performed incorporates document review comments. J. Discuss results of planning phase with the OAR. Conduct a meeting attended by the Quality Control Manager, the OAR, superintendent, other quality control personnel as applicable, and the foreman responsible for the Work task. Instruct applicable workers as to the acceptable level of workmanship required in order to meet the requirements of the Contract Documents. Document the results of the preparatory phase actions by separate meeting minutes prepared by the Quality Control Manager and attached to the quality control report. Do not move to the next phase unless results of investigations required for the planning phase indicate that requirements have been met. Quality Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0140 00 - 7 11-25-2013 2. Work Phase: Complete this phase after the Planning Phase: a. Notify the OAR at least 24 hours in advance of beginning the Work and discuss the review of the planning effort to indicate that requirements have been met. b. Check the Work to ensure that it is in full compliance with the Contract Documents. c. Verify adequacy of controls to ensure full compliance with Contract Documents. Verify required control inspection and testing is performed. d. Verify that established levels of workmanship meet acceptable workmanship standards. Compare with required Sample panels as appropriate. e. Repeat the Work phase for each new crew to work on-site, or any time acceptable specified quality standards are not being met. 3. Follow-up Phase: Perform daily checks to assure control activities, including control testing, are providing continued compliance with contract requirements: a. Make checks daily and record observations in the quality control documentation. b. Conduct follow-up checks and correct all deficiencies prior to the start of additional Work tasks that may be affected by the Defective Work. Do not build upon nor conceal Defective Work. c. Conduct a review of the Work one month prior to the expiration of the correction period prescribed in the General Conditions with the OPT. Correct defects as noted during the review. C. Conduct additional planning and Work phases if: 1. The quality of on-going Work is unacceptable; 2. Changes are made in applicable quality control staff, on-site production supervision or crews; 3. Work on a task is resumed after a substantial period of inactivity; or 4. Other quality problems develop. END OF SECTION Quality Management Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0140 00 - 8 11-25-2013 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide temporary facilities, including OPT's field office and the Contractor's field offices, storage sheds, and temporary utilities needed to complete the Work. B. Install and maintain temporary Project identification signs. Provide temporary on-site informational signs to identify key elements of the construction facilities. Do not allow other signs to be displayed. 1.02 QUALITY ASSURANCE A. Provide a total electrical heating and cooling system for the OPT's field office capable of maintaining the following conditions: 1. Heating: Minimum 75 degrees ID temp at 10 degrees ambient. 2. Cooling: Minimum 75 degrees ID temp at 105 degrees ambient. 3. Relative humidity: 48 to 54 percent. B. Inspect and test each service before placing temporary utilities in use. Arrange for all required inspections and tests by regulatory agencies, and obtain required certifications and permits for use. 1.03 DELIVERY AND STORAGE A. Arrange transportation, loading, and handling of temporary buildings and sheds. 1.04 JOB CONDITIONS A. Locate buildings and sheds at the Site as indicated or as approved by the OPT. B. Prepare the Site by removing trees, brush, or debris and performing demolition or grubbing needed to clear a space adequate for the structures. C. Pay for the utilities used by temporary facilities during construction. D. Provide each temporary service and facility ready for use at each location when the service or facility is first needed to avoid delay in the performance of the Work. Provide OPT's field office complete and ready for occupancy and use within 7 days of the Notice to Proceed. E. Maintain, expand as required, and modify temporary services and facilities as needed throughout the progress of the Work. F. Remove services and facilities when approved by the OAR. G. Operate temporary facilities in a safe and efficient manner. 1. Restrict loads on temporary services or facilities to within their designed or designated capacities. 2. Provide sanitary conditions. Prevent public nuisance or hazardous conditions from developing or existing at the Site. Temporary Facilities and Controls Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0150 00 - 1 11-25-2013 3. Prevent freezing of pipes, flooding, or the contamination of water. 4. Maintain Site security and protection of the facilities. 1.05 OPTIONS A. Construction offices may be prefabricated buildings on skids or mobile trailers. B. Storage sheds may be prefabricated buildings on skids or truck trailers. 2.00 PRODUCTS 2.01 TEMPORARY FIELD OFFICES A. The Contractor must furnish the OPT with a field office at the Site. The field office must contain at least 120 square feet of useable space. The field office must be air-conditioned and heated and must be furnished with an inclined table that measures at least 30 inches by 60 inches and two chairs. The Contractor shall move the field office on the Site as required by the OAR. The field office must be furnished with a telephone (with 24-hour per day answering service) and fax machine paid for by the Contractor. There is no separate pay item for the field office. B. Furnish a field office of adequate size for Contractor's use. Provide conference room space for a minimum of 15 people. C. Other trades may provide their own offices only when space is available at the Site, and the OPT agrees to its size, condition, and location. D. No monthly partial payments will be processed until OPT's field office facilities are completed and approved. 2.02 TEMPORARY STORAGE BUILDINGS A. Furnish storage buildings of adequate size to store any materials or equipment delivered to the Site that might be affected by weather. 2.03 TEMPORARY SANITARY FACILITIES A. Provide sanitary facilities at the Site from the commencement of the Project until Project conclusion. Maintain these facilities in a clean and sanitary condition at all times, and comply with the requirements of the local health authority. On large sites, provide portable toilets at such locations that no point in the Site shall be more than 600 feet from a toilet. B. Use these sanitary facilities. Do not use restrooms within existing or Owner -occupied buildings. 2.04 TEMPORARY HEAT A. Provide heating devices needed to protect buildings during construction. Provide fuel needed to operate the heating devices and attend the heating devices at all times they are in operation, including overnight operations. Temporary Facilities and Controls Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0150 00 - 2 11-25-2013 2.05 TEMPORARY UTILITIES A. Provide the temporary utilities for administration, construction, testing, disinfection, and start-up of the Work, including electrical power, water, and telephone. Pay all costs associated with furnishing temporary utilities. 1. Provide a source of temporary electrical power of adequate size for construction procedures. a. Use existing power systems where spare capacity is available. Provide temporary power connections that do not adversely affect the existing power supply. Submit connections to the OAR for approval prior to installation. b. Provide electrical pole and service connections that comply with Laws and Regulations and the requirements of the power company. 2. Provide telephone service to the Site and install telephones inside the Contractor's and the OPT's field office. 2.06 WATER FOR CONSTRUCTION A. Provide temporary water. Potable water may be purchased from the Owner by obtaining a water meter from the Owner and transporting water from a water hydrant. Non -potable water may be used for hydraulic testing of non -potable basins or pipelines. Include the cost of water in the Contract Price. B. Contractor must comply with the City of Corpus Christi's Water Conservation and Drought Contingency Plan as amended (the "Plan"). This includes implementing water conservation measures established for changing conditions. The City Engineer will provide a copy of the Plan to Contractor at the pre -construction meeting. The Contractor will keep a copy of the Plan on the Site throughout construction. 3.00 EXECUTION 3.01 LOCATION OF TEMPORARY FACILITIES A. Locate temporary facilities in areas approved by the OAR. Construct and install signs at locations approved by the OAR. Install informational signs so they are clearly visible. 3.02 PROJECT IDENTIFICATION AND SIGNS A. The Owner will furnish two Project signs to be installed by the Contractor. The signs must be installed before construction begins and will be maintained throughout the Project period by the Contractor. The locations of the signs will be determined in the field by the OAR. 3.03 TEMPORARY LIGHTING A. Provide temporary lighting inside buildings once buildings are weatherproof. B. Provide lighting that is adequate to perform Work within any space. Temporary lights may be removed once the permanent lighting is in service. Temporary Facilities and Controls Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0150 00 - 3 11-25-2013 C. Provide portable flood lights at any time that Work will be performed outside the structure at night. Provide adequate lighting at any location Work is being performed. 3.04 DRINKING WATER A. Provide all field offices with potable water. Provide a dispenser and cooling apparatus if bottled drinking water is provided. B. Pay for water services and maintain daily. 3.05 CONSTRUCTION FENCE A. Install and maintain a construction fence around the Site and off-site storage yards. Fence must be a minimum 6 feet high chain link construction unless shown otherwise. Provide gates with padlocks. 3.06 REMOVAL OF TEMPORARY FACILITIES A. Remove temporary buildings, sheds, and utilities at the conclusion of the Project and restore the Site to original condition or finished in accordance with the Drawings. B. Remove informational signs upon completion of construction. C. Remove Project identification signs, framing, supports, and foundations upon completion of the Project. 3.07 MAINTENANCE AND JANITORIAL SERVICE A. Provide janitorial service (sweeping/mopping) for the OPT's field office on a weekly basis or as requested. Empty trash receptacles daily or as needed. B. Maintain signs and supports in a neat, clean condition. Repair damage to structures, framings, or signs. C. Repair any damage to Work caused by placement or removal of temporary signage. D. Service, maintain, and replace, if necessary, the OPT's field office computer equipment throughout the Project as required by the OPT including replacement cartridges for all office equipment. END OF SECTION Temporary Facilities and Controls Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 015000-4 11-25-2013 01 57 00 TEMPORARY CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide labor, materials, equipment, and incidentals necessary to construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. B. Construct temporary impounding works, channels, diversions, furnishing and operation of pumps, installing piping and fittings, and other construction for control of conditions at the Site. Remove temporary controls at the end of the Project. C. Provide a Storm Water Pollution Prevention Plan (SWPPP) as required by Texas Pollutant Discharge Elimination System (TPDES) General Permit No. TXR150000 for stormwater discharges from construction activities. Comply with all requirements of the Texas Commission on Environmental Quality (TCEQ) and Laws and Regulations. File required legal notices and obtain required permits prior to beginning any construction activity. D. Provide labor, materials, equipment, and incidentals necessary to prevent stormwater pollution for the duration of the Project. Provide and maintain erosion and sediment control structures as required to preventive sediment and other pollutants from the Site from entering any stormwater system including open channels. Remove pollution control structures when no longer required to prevent stormwater pollution. 1.02 QUALITY ASSURANCE A. Construct and maintain temporary controls with adequate workmanship using durable materials to provide effective environmental management systems meeting the requirements of the Contract Documents and Laws and Regulations. Use materials that require minimal maintenance to prevent disruption of construction activities while providing adequate protection of the environment. B. Periodically inspect systems to determine that they are meeting the requirements of the Contract Documents. 1.03 DOCUMENT SUBMITTAL A. Provide documents requiring approval by the OPT as Shop Drawings in accordance with SECTION 01 33 02 SHOP DRAWINGS. B. Provide copies of notices, records, and reports required by the Contract Documents or Laws and Regulations as Record Data in accordance with SECTION 01 33 03 RECORD DATA. 1.04 STANDARDS A. Provide a SWPPP that complies with all requirements of TPDES General Permit No. TXR150000 and any other applicable Laws and Regulations. B. Perform Work to comply with the City of Corpus Christi Code of Ordinances, Part III, Chapter 14, Article X - titled "STORM WATER QUALITY MANAGEMENT PLANS" and any other applicable Laws and Regulations. Temporary Controls Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0157 00 - 1 11-25-2013 1.05 PERMITS A. Submit the following to the TCEQ and the Operator of any Municipal Separate Storm Sewer System (MS4) receiving stormwater discharges from the Site: 1. Notice of Intent (NOI) at least 48 hours prior to beginning construction activity. Construction activity may commence 24 hours after the submittal of an electronic NOI. 2. Notice of Change (NOC) letter when relevant facts or incorrect information was submitted in the NOI, or if relevant information in the NOI changes during the course of construction activity. 3. Notice of Termination (NOT) when the construction Project has been completed and stabilized. B. Post a copy of the NOI at the Site in a location where it is readily available for viewing by the general public and as required by Laws and Regulations prior to starting construction activities and maintain the posting until completion of the construction activities. C. Maintain copies of a schedule of major construction activities, inspection reports, and revision documentation with the SWPPP. 1.06 STORMWATER POLLUTION CONTROL A. Comply with the current requirements of TPDES General Permit No. TXR150000 as set forth by the TCEQ for the duration of the Project: 1. Develop a SWPPP meeting all requirements of the TPDES General Permit. 2. Submit of a Notice of Intent to the TCEQ. 3. Develop and implement appropriate Best Management Practices as established by local agencies of jurisdiction. 4. Provide all monitoring and/or sampling required for reporting to the TCEQ. 5. Submit reports to the TCEQ as required as a condition of the TPDES General Permit. 6. Submit copies of the reports to the Designer as Record Data in accordance with SECTION 01 33 03 RECORD DATA. 7. Retain copies of these documents at the Site at all times for review and inspection by the OPT or regulatory agencies. Post a copy of the permit as required by Laws and Regulations. 8. Assume sole responsibility for implementing, updating, and modifying the TPDES General Permit per Laws and Regulations for the SWPPP and Best Management Practices. B. Use forms required by the TCEQ to file the Notice of Intent. Submit the Notice of Intent at least 2 days prior to the start of construction. Develop the SWPPP prior to submitting the Notice of Intent. Provide draft copies of the Notice of Intent, SWPPP, and any other pertinent TCEQ submittal documents to Owner for review prior to submittal to the TCEQ. C. Return any property disturbed by construction activities to either specified conditions or pre -construction conditions as set forth in the Contract Documents. Provide an overall erosion and sedimentation control system that will protect all undisturbed areas and soil Temporary Controls Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0157 00 - 2 11-25-2013 stockpiles/spoil areas. Implement appropriate Best Management Practices and techniques to control erosion and sedimentation and maintain these practices and techniques in effective operating condition during construction. Permanently stabilize exposed soil and fill as soon as practical during the Work. D. Assume sole responsibility for the means, methods, techniques, sequences, and procedures for furnishing, installing, and maintaining erosion and sedimentation control structures and procedures and overall compliance with the TPDES General Permit. Modify the system as required to effectively control erosion and sediment. E. Retain copies of reports required by the TPDES General Permit for 3 years from date of Final Completion. 1.07 POLLUTION CONTROL A. Prevent the contamination of soil, water, or atmosphere by the discharge of noxious substances from construction operations. Provide adequate measures to prevent the creation of noxious air -borne pollutants. Prevent dispersal of pollutants into the atmosphere. Do not dump or otherwise discharge noxious or harmful fluids into drains or sewers, nor allow noxious liquids to contaminate public waterways in any manner. B. Provide equipment and personnel and perform emergency measures necessary to contain any spillage. 1. Contain chemicals in protective areas and do not dump on soil. Dispose of such materials at off-site locations in an acceptable manner. 2. Excavate contaminated soil and dispose at an off-site location if contamination of the soil does occur. Fill resulting excavations with suitable backfill and compact to the density of the surrounding undisturbed soil. 3. Provide documentation to the Owner which states the nature and strength of the contaminant, method of disposal, and the location of the disposal site. 4. Comply with Laws and Regulations regarding the disposal of pollutants. C. Groundwater or run-off water which has come into contact with noxious chemicals, sludge, or sludge -contaminated soil is considered contaminated. Contaminated water must not be allowed to enter streams or water courses, leave the Site in a non -contained form, or enter non -contaminated areas of the Site. 1. Pump contaminated water to holding ponds constructed by the Contractor for this purpose, or discharge to areas on the interior of the Site, as designated by the OAR. 2. Construct temporary earthen dikes or take other precautions and measures as required to contain the contaminated water and pump to a designated storage area. 3. Wash any equipment used for handling contaminated water or soil within contaminated areas three times with uncontaminated water prior to using such equipment in an uncontaminated area. Dispose of wash water used to wash such equipment as contaminated water. Temporary Controls Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0157 00 - 3 11-25-2013 1.08 EARTH CONTROL A. Remove excess soil, spoil materials, and other earth not required for backfill at the time of generation. Control stockpiled materials to eliminate interference with Contractor and Owner's operations. B. Dispose of excess earth off the Site. Provide written approval from the property owner for soils deposited on private property. Obtain approval of the Owner if this disposal impacts the use of Site or other easements. 1.09 OZONE ADVISORY DAYS A. Do not conduct roofing, priming, or hot -mix paving operations, except for repairs, on days the City Engineer has notified Contractor that an ozone advisory is in effect. An extension of time will be allowed for each day for which priming or hot mix paving was scheduled, crews were prepared to perform this Work and the City Engineer issued ozone alert prevents this Work. Contractor will be compensated at the unit price indicated in the Bid for each day for which an extension of time was granted due to an ozone alert. 1.10 MANAGEMENT OF WATER A. Manage water resulting from rains or ground water at the Site. Maintain trenches and excavations free of water at all times. B. Lower the water table in the construction area by acceptable means if necessary to maintain a dry and workable condition at all times. Provide drains, sumps, casings, well points, and other water control devices as necessary to remove excess water. C. Provide continuous operation of water management actions. Maintain standby equipment to provide proper and continuous operation for water management. D. Ensure that water drainage does not damage adjacent property. Divert water into the same natural watercourse in which its headwaters are located, or other natural stream or waterway as approved by the Owner. Assume responsibility for the discharge of water from the Site. E. Remove the temporary construction and restore the Site in a manner acceptable to the OAR and to match surrounding material at the conclusion of the Work. 1.11 DEWATERING A. This item is considered subsidiary for all dewatering methods other than "well pointing" to the appropriate bid items as described in the Bid Form where dewatering is needed to keep the excavation dry, as approved by the Designer, and shall include all costs to provide a dry foundation for the proposed improvements. B. Storm water that enters an excavation can be pumped out as long as care is taken to minimize solids and mud entering the pump suction and flow is pumped to a location that allows for sheet flow prior to entering a storm water drainage ditch or storm water inlet. Temporary Controls Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 015700-4 11-25-2013 C. An alternative to sheet flow is to pump storm water to an area where ponding occurs naturally without leaving the designated work area or by a manmade berm(s) prior to entering the storm water system. Sheet flow and ponding is to allow solids screening and/or settling prior to entering a storm water conduit or inlet. D. Storm water or groundwater shall not be discharged to private property without permission. It is the intent that Contractor discharges groundwater primarily into the existing storm water system, provided that the quality of groundwater is equal to or better than the receiving stream, the Corpus Christi Bay. E. Testing of groundwater quality is to be performed by the Contractor, at the Contractor's expense, prior to commencing discharge and shall be retested by the Contractor, at the Contractor's expense, a minimum of once a week. Contractor shall coordinate with the Owner on all testing. Tests will also be performed as each new area of construction is started. F. Another option for disposal of groundwater by Contractor would include pumping to the nearest sanitary sewer system. If discharging to temporary holding tanks and trucking to a sanitary sewer or wastewater plant, the costs for these operations shall be negotiated. Other groundwater disposal alternatives or solutions may be approved by the Designer on a case by case basis. G. Prior to Pumping groundwater from a trench to the sanitary sewer system the Contractor shall contact Wastewater Pre-treatment Coordinator at 826-1817 to obtain a "no cost" permit from the Owner's Waste Water Department. Contractor will pay for any water quality testing or water analysis cost required. The permit will require an estimate of groundwater flow. Groundwater flow can be estimated by boring a hole or excavating a short trench then record water level shortly after completion, allow to sit overnight, record water level again, pump hole or trench dry to a holding tank or vacuum truck then record how long it takes to fill to original level and overnight level. 1.12 DISPOSAL OF CONTAMINATED GROUNDWATER A. An allowance will be included in the Bid for the unanticipated disposal of contaminated groundwater. This allowance may not be needed but is provided in case contaminated groundwater is encountered during the course of the Project and does not meet the water quality requirements for discharge into the storm water or wastewater systems. This allowance includes all materials, tools, equipment, labor, transportation, hauling, coordination, and proper disposal of the contaminated water at an approved landfill, deep water injection well, or other site as agreed to by the Designer. Suggested disposal facilities would be [US Ecology (USET) in Robstown, Texas or Texas Molecular in Corpus Christi, Texas]. B. The payment for this Work will be based on the Contractor's actual costs and will be negotiated. Payment will not include costs associated with dewatering which is paid for under Bib Item G11 -Well Pointing. 1.13 DISPOSAL OF HIGHLY CHLORINATED WATER A. Dispose of water used for testing, disinfection, and line flushing. Comply with Owner's requirements and Laws and Regulation regarding the disposal of contaminated water, including water with levels of chlorine, which exceed the permissible limits for discharge Temporary Controls Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0157 00 - 5 11-25-2013 into wetlands or environmentally sensitive areas. Comply with the requirements of all regulatory agencies in the disposal of all water used in the Project. Include a description and details for disposal of this water in a Plan of Action per SECTION 01 35 00 SPECIAL PROCEDURES. Do not use the Owner's sanitary sewer system for disposal of contaminated water. 1.14 WINDSTORM CERTIFICATION A. All affected materials and installation shall comply with Texas Department of Insurance Requirements for windstorm resistant construction for design wind speed as required by IBC 2009. Contractor shall be responsible for contracting with a licensed structural engineer in the State of Texas to perform all inspections and provide documentation for windstorm certification to the Texas Board of Insurance. The Contractor shall be responsible for providing all necessary design/assembly documentation for all new windows, doors, louvers, etc. to the windstorm engineer/inspectors required to conform with the requirements of the Texas Department of Insurance. 2.00 PRODUCTS 2.01 MATERIALS A. Provide materials that comply with Laws and Regulations. 3.00 EXECUTION 3.01 CONSTRUCTING, MAINTAINING AND REMOVING TEMPORARY CONTROLS A. Construct temporary controls in accordance with Laws and Regulations. B. Maintain controls in accordance with regulatory requirements where applicable, or in accordance with the requirements of the Contract Documents. C. Remove temporary controls when no longer required, but before the Project is complete. Correct any damage or pollution that occurs as the result of removing controls while they are still required. END OF SECTION Temporary Controls Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0157 00 - 6 11-25-2013 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS 1.00 GENERAL 1.01 WORK INCLUDED A. Comply with requirements of the General Conditions and specified administrative procedures in closing out the Contract. 1.02 DOCUMENT SUBMITTAL A. Submit certifications and releases on forms provided. 1.03 SUBSTANTIAL COMPLETION A. Notify the Designer that the Work or a designated portion of the Work is substantially complete per the General Conditions. Include a list of the items remaining to be completed or corrected before the Project will be considered to be complete. B. OPT will visit the Site to observe the Work within a reasonable time after notification is received to determine the status of the Project. C. Designer will notify the Contractor that the Work is either substantially complete or that additional Work must be performed before the Project will be considered substantially complete. 1. Designer will notify the Contractor of items that must be completed before the Project will be considered substantially complete. 2. Correct the noted deficiencies in the Work. 3. Notify the Designer when the items of Work in the Designer's notice have been completed. 4. OPT will revisit the Site and repeat the process. 5. Designer will issue a Certificate of Substantial Completion to the Contractor when the OPT considers the Project to be substantially complete. The Certificate will include a tentative list of items to be corrected before Final Payment will be recommended. 6. Review the list and notify the Designer of any objections to items on the list within 10 days after receiving the Certificate of Substantial Completion. 1.04 FINAL INSPECTION A. Notify the Designer when: 1. Work has been completed in compliance with the Contract Documents; 2. Equipment and systems have been tested per Contract Documents and are fully operational; 3. Final Operations and Maintenance Manuals have been provided to the Owner and all operator training has been completed; 4. Specified spare parts and special tools have been provided; and Execution and Closeout Requirements Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0170 00 - 1 11-25-2013 5. Work is complete and ready for final inspection. B. OPT will visit the Site to determine if the Project is complete and ready for Final Payment within a reasonable time after the notice is received. C. Designer will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. D. Take immediate steps to correct Defective Work. Notify the Designer when Defective Work has corrected. OPT will visit the Site to determine if the Project is complete and the Work is acceptable. Designer will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. E. Submit the Request for Final Payment with the closeout documents described in Paragraph 1.06 if notified that the Project is complete and the Work is acceptable. 1.05 REINSPECTION FEES A. Owner may impose a Set-off against the Application for Payment in accordance with the General Conditions to compensate the OPT for additional visits to the Project if additional Work is required. 1.06 CLOSEOUT DOCUMENTS SUBMITTAL A. Record Documents per SECTION 01 31 13 PROJECT COORDINATION. B. Warranties and bonds. C. Equipment installation reports on equipment. D. Shop Drawings, Record Data, and other documents as required by the Contract Documents. E. Evidence of continuing insurance and bond coverage as required by the Contract Documents. F. Final Photographs per SECTION 01 33 05 VIDEO AND PHOTOGRAPHIC DOCUMENTATION. 1.07 TRANSFER OF UTILITIES A. Transfer utilities to the Owner when the Certificate of Substantial Completion has been issued and the Work has been occupied by the Owner. B. Submit final meter readings for utilities and similar data as of the date the Owner occupied the Work. 1.08 WARRANTIES, BONDS, AND SERVICES AGREEMENTS A. Provide warranties, bonds, and service agreements required by SECTION 01 33 02 SHOP DRAWINGS or by the individual Specification Sections. B. The date for the start of warranties, bonds, and service agreements is established per the General Conditions. C. Compile warranties, bonds, and service agreements and review these documents for compliance with the Contract Documents. Execution and Closeout Requirements Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0170 00 - 2 11-25-2013 1. Provide a log of all equipment covered under the 1 year correction period specified in the General Conditions and all products for which special or extended warranties or guarantees are provided. Index the log by Specification Section number on forms provided. Include items 2.e through 2.g below in the tabulation. 2. Provide a copy of specific warranties or guarantees under a tab indexed to the log. Each document is to include: a. A description of the product or Work item; b. The firm name, with the name of the principal, address, and telephone number; c. Signature of the respective Supplier or Subcontractor to acknowledge existence of the warranty obligation for extended warranties and service agreements; d. Scope of warranty, bond, or services agreement; e. Indicate the start date for the correction period specified in the General Conditions for each product and the date on which the specified correction period expires. f. Indicate the start date for extended warranties for each product and the date on which the specified extended warranties period expires. g. Start date, warranty or guarantee period, and expiration date for each warranty bond and service agreement; h. Procedures to be followed in the event of a failure; and i. Specific instances that might invalidate the warranty or bond. D. Submit digital copies of the documents to the Designer for review. E. Submit warranties, bonds and services agreements within 10 days after equipment or components placed in service. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Execution and Closeout Requirements Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 0170 00 - 3 11-25-2013 PART S - STANDARD SPECIFICATIONS SECTION 020100 SURVEY MONUMENTS 1. DESCRIPTION This specification shall govern all work required for furnishing and installing survey monuments as required to complete the project. 2. MATERIALS a) Brass Monument Marker: 21/4" diameter brass disk with 31/2" anchor rod to be provided by the City. b) Concrete: Class A, in accordance with Section 030020 "Portland Cement Concrete". c) Rebar: No. 5 deformed bar, 31/2 feet long, in accordance with Section 032020 "Reinforcing Steel". 3. CONSTRUCTION METHODS The location of survey markers shall be established in the field by the Engineer and/or his representative Surveyor. The Engineer and/or his representative Surveyor will provide four off -set stakes with intersecting string line for precise location of horizontal alignment to which the brass disk shall be positioned. The Contractor shall excavate hole and set formwork. Forms shall be placed to a tolerance which allows the precise position of the brass disk to be within one inch of the center of the concrete base. The Contractor shall place concrete in accordance with City Standard Specification Section 038000 "Concrete Structures". At the appropriate time, the Contractor shall place the brass disk (provided by the City) to its precise position in the uncured concrete. The brass disk shall be placed to within 1/4" tolerance of its intended location. Positioning of the base and brass disk will be checked by the Engineer and/or his representative Surveyor. Non-compliance with specified tolerances shall result in replacement at the Contractor's expense. The properly furnished survey monument shall be neat in appearance with the exposed brass face free of cement mortar and constructed to an elevation of approximately one inch of finished grade. (See Survey Markers Detail on the following page.) 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, survey monuments shall be measured as individual units for each monument placed. Payment shall be at the unit price bid, which price shall constitute full compensation for all work, materials, labor, equipment, tools and incidentals required to install the survey monuments complete in-place. 020100 Page 1 of 2 Rev. 10-30-2014 TOP ELEV. APPROX. ABOVE NATURAL GROUND A SILVER SOLDER Il2"0.D.X.065 14B.&S. GA. BRASS TUBING 314"" DIS C DETAIL N.ZS. z PLAN 2" A "CHAMFER REBAR 2" CLEAR NO. 5 REBAR 3'-6"LONG CLASS 'A' CONCRETE SECT1ON A -A SURVEY MARKERS DETAIL AM" s1 -0 020100 Page 2 of 2 Rev. 10-30-2014 SECTION 021020 SITE CLEARING AND STRIPPING 1. DESCRIPTION This specification shall govern all work necessary for clearing, grubbing and stripping of objectionable matter as required to complete the project, and shall include removing and disposing of trees, stumps, brush, roots, vegetation, rubbish and other objectionable matter from the project site. 2. CONSTRUCTION METHODS The site shall be cleared of all trees, stumps, brush, roots, vegetation, rubbish and other objectionable matter as indicated on the drawings and/or as directed by the Engineer or his designated representative. Tree stumps and roots shall be grubbed to a minimum depth of 2 feet below natural ground or 2 feet below base of subgrade, whichever is lower. Areas that underlie compacted backfill shall be stripped of all vegetation, humus and other objectionable matter encountered within the top six (6) inches of the soil. All material removed from the site under this operation shall become the Contractor's responsibility. The material shall be disposed of either at a disposal site indicated on the drawings or at a disposal site obtained by the Contractor. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, site clearing and stripping or clear right-of-way shall be measured by the acre. Payment shall be full compensation for all labor, equipment, tools and incidentals necessary for removing, handling, and disposing of objectionable matter from the site as indicated above. 021020 Page 1 of 1 Rev. 10-30-2014 SECTION 021040 SITE GRADING 1. DESCRIPTION This specification shall govern all work necessary for backfill and grading of the site to complete the project. 2. CONSTRUCTION METHODS Prior to site grading, the site shall be cleared in accordance with City Standard Specification Section 021020 "Site Clearing and Stripping". Unless specified otherwise on the drawings, the existing surface shall be loosened by scarifying or plowing to a depth of not less than six (6) inches. The loosened material shall be recompacted with fill required to bring the site to the required grades and elevations indicated on the plans. Fill shall be uniform as to material, density and moisture content. Fill shall be free of large clods, large rocks, organic matter, and other objectionable material. No fill that is placed by dumping in a pile or windrow shall be incorporated into a layer in that position; all such piles and windrows shall be moved by blading or similar method. All fill shall be placed in layers approximately parallel to the finish grade in layers not to exceed six (6) inches of uncompacted depth, unless indicated otherwise on drawings. The fill shall be compacted to a density which approximates that of natural ground unless indicated otherwise on drawings. The Engineer may order proof rolling to test the uniformity of compaction. All irregularities, depressions and soft spots that develop shall be corrected by the Contractor. Excess material from excavation, which is not incorporated into the site as fill, shall be become property of the Contractor and disposed of away from the job site, unless indicated otherwise on the drawings. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, site grading shall not be measured for pay, but shall be considered subsidiary to other work. 021040 Page 1 of 1 Rev. 10-30-2014 SECTION 021080 REMOVING ABANDONED STRUCTURES 1. DESCRIPTION This specification shall provide for the demolition, removal and disposal of abandoned structures or portions of abandoned structures, as noted on the drawings, and shall include all excavation and backfilling necessary to complete the removal. The work shall be done in accordance with the provisions of these specifications. 2. METHOD OF REMOVAL Culverts or Sewers. Pipe shall be removed by careful excavation of all dirt on top and the sides in such manner that the pipe will not be damaged. Removal of sewer appurtenances shall be included for removal with the pipe. Those pipes which are deemed unsatisfactory for reuse by the Engineer may be removed in any manner the Contractor may select. Concrete Structures. Unwanted concrete structures or concrete portions of structures shall be removed to the lines and dimensions shown on the drawings, and these materials shall be disposed of as shown on the drawings or as directed by the Engineer. Any portion of the existing structure outside of the limits designated for removal which is damaged by the Contractor's operations shall be restored to its original condition at the Contractor's entire expense. Explosives shall not be used in the removal of portions of the existing structure unless approved by the Engineer, in writing. Portions of the abandoned structure shall be removed to the lines and dimensions shown on the plans, and these materials shall be disposed of as shown on the drawings or as directed by the Engineer. Any portion of the existing structure, outside of the limits designated for removal, damaged during the operations of the Contractor, shall be restored to its original condition entirely at the Contractor's expense. Explosives shall not be used in the removal of portions of the existing structure unless approved by the Engineer, in writing. Concrete portions of structures below the permanent ground line, which will not interfere in any manner with the proposed construction, may be left in place, but removal shall be carried at least five (5) feet below the permanent ground line and neatly squared off. Reinforcement shall be cut off close to the concrete. Steel Structures. Steel structures or steel portions of structures shall be dismantled in sections as determined by the Engineer. The sections shall be stored if the members are to be salvaged and reused. Rivets and bolts connecting steel railing members, steel beams of beam spans and steel stringers of truss spans, shall be removed by butting the heads with a "cold cut" and punching or drilling from the hole, or by such other method that will not injure the members for re -use and will meet the approval of the Engineer. The removal of rivets and bolts from connections of truss 021080 Page 1 of 3 Rev. 10-30-2014 members, bracing members, and other similar members in the structure will not be required unless specifically called for on the plans or special provisions, and the Contractor shall have the option of dismantling these members by flame -cutting the members immediately adjacent to the connections. Flame -cutting will not be permitted, however, when the plans or special provisions call for the structure unit to be salvaged in such manner as to permit re -erection. In such case, all members shall be carefully matchmarked with paint in accordance with diagrams furnished by the Engineer prior to dismantling, and all rivets and bolts shall be removed from the connections in the manner specified in the first portion of this paragraph. Timber Structures. Timber structures or timber portions of structures to be reused shall be removed in such manner as to damage the timber for further use as little as possible. All bolts and nails shall be removed from such lumber as deemed salvable by the Engineer. Unless otherwise specified on the drawings, timber piles shall be either pulled or cut off at the point not less than five (5) feet below ground line, with the choice between these two methods resting with the Contractor, unless otherwise specified. Brick or Stone Structures. Unwanted brick or stone structures or stone portions of structures shall be removed. Portions of such structures below the permanent ground line, which will not in any manner interfere with the proposed construction, may be left in place, but removal shall be carried at least five (5) feet below the permanent ground line and neatly squared off. Salvage. All material such as pipe, timbers, railings, etc., which the Engineer deems as salvable for reuse, and all salvaged structural steel, shall be delivered to a designated storage area. Materials, other than structural steel, which are not deemed salvable by the Engineer, shall become the property of the Contractor and shall be removed to suitable disposal sites off of the right-of-way arranged for by the Contractor, or otherwise disposed of in a manner satisfactory to the Engineer. Where temporary structures are necessary for a detour adjacent to the present structure, the Contractor will be permitted to use the material in the old structure for the detour structure, but he shall dismantle and stack or dispose of the material as required above as soon as the new structure is opened for traffic. Backfill. All excavations made in connection with this specification and all openings below the natural ground line caused by the removal of abandoned structures or portions thereof shall be backfilled to the level of the original ground line, unless otherwise provided on the drawings. Backfill in accordance with applicable requirements of Sections 022020 "Excavation and Backfill for Utilities" and 022080 "Embankment". All open ends of abandoned pipe or other structures shall be filled or plugged as specified. That portion of the backfill which will support any portion of the roadbed, embankment, levee, or other structural feature shall be placed in layers of the same depth as those required for placing 021080 Page 2 of 3 Rev. 10-30-2014 embankment, maximum 10" loose lifts unless otherwise specified. Material in each layer shall be wetted uniformly, if required, and shall be compacted to a minimum of 95% Standard Proctor density, unless otherwise specified. In places inaccessible to blading and rolling equipment, mechanical or hand tamps or rammers shall be used to obtain the required compaction. That portion of the backfill which will not support any portion of the roadbed, embankment, or other structural feature shall be placed as directed by the Engineer in such manner and to such state of compaction as will preclude objectionable amount of settlement, maximum 10" loose lifts to minimum 95% Standard Proctor density unless otherwise specified. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, the work governed by this specification shall not be measured for pay, but shall be subsidiary to the project. 021080 Page 3 of 3 Rev. 10-30-2014 SECTION 022020 EXCAVATION AND BACKFILL FOR UTILITIES 1. DESCRIPTION This specification shall govern all work for excavation and backfill for utilities required to complete the project. 2. CONSTRUCTION (1) Unless otherwise specified on the drawings or permitted by the Engineer, all pipe and conduit shall be constructed in open cut trenches with vertical sides. Trenches shall be sheathed and braced as necessary throughout the construction period. Sheathing and bracing shall be the responsibility of the Contractor (refer to Section 022022 "Trench Safety for Excavations" of the City Standard Specifications). Trenches shall have a maximum width of one foot beyond the horizontal projection of the outside surfaces of the pipe and parallel thereto on each side unless otherwise specified. The Contractor shall not have more than 200 feet of open trench left behind the trenching operation and no more than 500 feet of ditch behind the ditching machine that is not compacted as required by the plans and specifications. No trench or excavation shall remain open after working hours. For all utility conduit and sewer pipe to be constructed in fill above natural ground, the embankment shall first be constructed to an elevation not less than one foot above the top of the pipe or conduit, after which excavation for the pipe or conduit shall be made. If quicksand, muck, or similar unstable material is encountered during the excavation, the following procedure shall be used unless other methods are called for on the drawings. If the unstable condition is a result of ground water, the Contractor, prior to additional excavation, shall control it. After stable conditions have been achieved, unstable soil shall be removed or stabilized to a depth of 2 feet below the bottom of pipe for pipes 2 feet or more in height; and to a depth equal to the height of pipe, 6 inches minimum, for pipes less then 2 feet in height. Such excavation shall be carried at least one foot beyond the horizontal limits of the structure on all sides. All unstable soil so removed shall be replaced with suitable stable material, placed in uniform layers of suitable depth as directed by the Engineer, and each layer shall be wetted, if necessary, and compacted by mechanical tamping as required to provide a stable condition. For unstable trench conditions requiring outside forms, seals, sheathing and bracing, any additional excavation and backfill required shall be done at the Contractor's expense. (2) Shaping of Trench Bottom. The trench bottom shall be undercut a minimum depth sufficient to accommodate the class of bedding indicated on the plans and specifications. 022020 Page 1 of 4 Rev. 3-25-2015 (3) Dewatering Trench. Pipe or conduit shall not be constructed or laid in a trench in the presence of water. All water shall be removed from the trench sufficiently prior to the pipe or conduit planing operation to insure a relatively dry (no standing water), firm bed. The trench shall be maintained in such dewatered condition until the trench has been backfilled to a height at lease one foot above the top of pipe. Removal of water may be accomplished by bailing, pumping, or by installation of well -points, as conditions warrant. Removal of well - points shall be at rate of 1/3 per 24 hours (every third well -point). The Contractor shall prevent groundwater from trench or excavation dewatering operations from discharging directly into the storm water system. Groundwater from dewatering operations shall be sampled and tested, if applicable, and disposed of, in accordance with City Standard Specification Section 022021 "Control of Ground Water". (4) Excavation in Streets. Excavation in streets, together with the maintenance of traffic where specified, and the restoration of the pavement riding surface, shall be in accordance with drawing detail or as required by other applicable specifications. (5) Removing Abandoned Structures. When abandoned masonry structures or foundations are encountered in the excavation, such obstructions shall be removed for the full width of the trench and to a depth one foot below the bottom of the trench. When abandoned inlets or manholes are encountered and no plan provision is made for adjustment or connection to the new utility, such manholes and inlets shall be removed completely to a depth one foot below the bottom of the trench. In each instance, the bottom to the trench shall be restored to grade by backfilling and compacting by the methods provided hereinafter for backfill. Where the trench cuts through utility lines which are known to be abandoned, these lines shall be cut flush with the sides of the trench and blocked with a concrete plug in a manner satisfactory to the Engineer. (6) Protection of Utilities. The Contractor shall conduct his work such that a reasonable minimum of disturbance to existing utilities will result. Particular care shall be exercised to avoid the cutting or breakage of water and gas lines. Such lines, if broken, shall be restored promptly by the Contractor. When active wastewater lines are cut in the trenching operations, temporary flumes shall be provided across the trench while open, and the lines shall be restored when the backfilling has progressed to the original bedding line of the sewer so cut. (7) The Contractor shall inform utility owners sufficiently in advance of the Contractor's operations to enable such utility owners to reroute, provide temporary detours, or to make other adjustments to utility lines in order that the Contractor may proceed with his work with a minimum of delay. The Contractor shall not hold the City liable for any expense due to delay or additional work because of utility adjustments or conflicts. Excess Excavated Material. All materials from excavation not required for backfilling the trench shall be removed by the Contractor from the job site promptly following the completion of work involved. 022020 Page 2 of 4 Rev 3-25-2015 (8) Backfill A. Backfill Procedure Around Pipe (Initial Backfill) All trenches and excavation shall be backfilled as soon as is practical after the pipes or conduits are properly laid. In addition to the specified pipe bedding material, the backfill around the pipe as applicable shall be granular material as shown on the standard details or as described in the applicable specification section, and shall be free of large hard lumps or other debris. If indicated on the plans, pipe shall be encased with cement -stabilized sand backfill as described below. The backfill shall be deposited in the trench simultaneously on both sides of the pipe for the full width of the trench, in layers not to exceed ten (10) inches (loose measurement), wetted if required to obtain proper compaction, and thoroughly compacted by use of mechanical tampers to a density comparable to the adjacent undisturbed soil or as otherwise specified on the plans, but not less than 95% Standard Proctor density. A thoroughly compacted material shall be in place between the external wall of the pipe and the undisturbed sides of the trench and to a level twelve (12) inches above the top of the pipe. B. Backfill Over One Foot Above Pipe (Final Backfill) UNPAVED AREAS: The backfill for that portion of trench over one (1) foot above the pipe or conduit not located under pavements (including waterlines, gravity wastewater lines, wastewater force mains and reinforced concrete storm water pipe) shall be imported select material or clean, excess material from the excavation meeting the following requirements: Free of hard lumps, rock fragments, or other debris, No clay lumps greater than 2" diameter Moisture Content: +/-3% Backfill material shall be placed in layers not more than ten (10) inches in depth (loose measurement), wetted if required to obtain proper compaction, and thoroughly compacted by use of mechanical tampers to the natural bank density but not less than 95% Standard Proctor density, unless otherwise indicated. Flooding of backfill is not allowed. Jetting of backfill may only be allowed in sandy soils and in soils otherwise approved by the Engineer. Regardless of backfill method, no lift shall exceed 10 inches and density shall not be less than 95% Standard Proctor density. A period of not less than twenty-four (24) hours shall elapse between the time of jetting and the placing of the top four (4) feet of backfill. If jetting is used, the top four (4) feet of backfill shall be placed in layers not more than 10 inches in depth (loose measurement), wetted if required to obtain proper compaction, and thoroughly compacted by use of mechanical tampers to the natural bank density but not less than 95% Standard Proctor density (ASTM D698). PAVED AREAS: At utility line crossings under pavements (including waterlines, gravity wastewater lines, wastewater force mains, and reinforced concrete storm water pipe), and where otherwise indicated on the drawings, trenches shall be backfilled as shown below: From top of initial backfill (typically twelve (12) inches above top of the pipe) to three (3) feet below bottom of road base course, backfill shall be select material meeting the requirements of 022100 "Select Material". 022020 Page 3 of 4 Rev 3-25-2015 Asphalt Roadways The upper three (3) feet of trench below the road base course shall be backfilled to the bottom of the road base course with cement -stabilized sand containing a minimum of 2 sacks of Standard Type I Portland cement per cubic yard of sand and compacted to not less than 95% Standard Proctor density. Concrete Roadways The Contractor may elect to backfill the upper three (3) feet of trench below the road base course with cement stabilized sand as noted above, or in the case of storm water pipe or box installation the Contractor may backfill and compact select material to 98% Standard Proctor density (ASTM D698) following City Standard Specification Section 022100. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, excavation and backfill for utilities, including select material or cement -stabilized sand backfill, shall not be measured and paid for separately. It shall be considered subsidiary to the items for which the excavation and backfill is required. 022020 Page 4 of 4 Rev. 3-25-2015 SECTION 022021 CONTROL OF GROUND WATER 1. GENERAL 1.1 SECTION INCLUDES A. Dewatering, depressurizing, draining, and maintaining trenches, shaft excavations, structural excavations, and foundation beds in a stable condition, and controlling ground water conditions for tunnel excavations. B. Protection of excavations and trenches from surface runoff. C. Disposing of removed ground water by approved methods. 1.2 REFERENCES A. ASTM D 698 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures, Using 5.5-1b (2.49 kg) Rammer and 12 -inch (304.8 mm) Drop. B. Federal Regulations, 29 CFR Part 1926, Standards -Excavation, Occupational Safety and Health Administration (OSHA). C. Federal Register 40 CFR (Vol. 55, No. 222) Part 122, EPA Administered Permit Programs (NPDES), Para.122.26(b)(14) Storm Water Discharge. 1.3 DEFINITIONS A. Ground water control includes both dewatering and depressurization of water -bearing soil layers. 1. Dewatering includes lowering the water table and intercepting seepage which would otherwise emerge from slopes or bottoms of excavations, or into tunnels and shafts, and disposing of removed ground water by approved methods. The intent of dewatering is to increase the stability of tunnel excavations and excavated slopes; prevent dislocation of material from slopes or bottoms of excavations; reduce lateral loads on sheeting and bracing; improve excavating and hauling characteristics of excavated material; prevent failure or heaving of the bottom of excavations; and to provide suitable conditions for placement of backfill materials and construction of structures, piping and other installations. 2. Depressurization includes reduction in piezometric pressure within strata not controlled by dewatering alone, as required to prevent failure or heaving of excavation bottom or instability of tunnel excavations. B. Excavation drainage includes keeping excavations free of surface and seepage water. 022021 Page 1 of 10 Rev. 10-30-2014 C. Surface drainage includes the use of temporary drainage ditches and dikes and installation of temporary culverts and sump pumps with discharge lines as required to protect the Work from any source of surface water. D. Equipment and instrumentation for monitoring and control of the ground water control system includes piezometers and monitoring wells, and devices, such as flow meters, for observing and recording flow rates. 1.4 PERFORMANCE REQUIREMENTS A. Conduct subsurface investigations as needed to identify ground water conditions and to provide parameters for design, installation, and operation of ground water control systems. B. Design a ground water control system, compatible with requirements of Federal Regulations 29 CFR Part 1926 and City Standard Specification Section 022022 - Trench Safety for Excavations, to produce the following results: 1. Effectively reduce the hydrostatic pressure affecting: a) Excavations (including utility trenches); b) Tunnel excavation, face stability or seepage into tunnels. 2. Develop a substantially dry and stable subgrade for subsequent construction operations. 3. Preclude damage to adjacent properties, buildings, structures, utilities, installed facilities, and other work. 4. Prevent the loss of fines, seepage, boils, quick condition, or softening of the foundation strata. 5. Maintain stability of sides and bottom of excavations. C. Provide ground water control systems which may include single -stage or multiple -stage well point systems, eductor and ejector -type systems, deep wells, or combinations of these equipment types. D. Provide drainage of seepage water and surface water, as well as water from any other source entering the excavation. Excavation drainage may include placement of drainage materials, such as crushed stone and filter fabric, together with sump pumping. E. Provide ditches, berms, pumps and other methods necessary to divert and drain surface water away from excavations. F. Locate ground water control and drainage systems so as not to interfere with utilities, construction operations, adjacent properties, or adjacent water wells. 022021 Page 2 of 10 Rev. 10-30-2014 G. Assume sole responsibility for ground water control systems and for any loss or damage resulting from partial or complete failure of protective measures, and any settlement or resultant damage caused by the ground water control operations. Modify ground water control systems or operations if they cause or threaten to cause damage to new construction, existing site improvements, adjacent property, or adjacent water wells, or affect potentially contaminated areas. Repair damage caused by ground water control systems or resulting from failure of the system to protect property as required. H. Provide an adequate number of piezometers installed at the proper locations and depths as required to provide meaningful observations of the conditions affecting the excavation, adjacent structures, and water wells. I. Provide environmental monitoring wells installed at the proper locations and depths as required to provide adequate observations of hydrostatic conditions and possible contaminant transport from contamination sources into the work area or into the ground water control system. J. Decommission piezometers and monitoring wells installed during design phase studies and left for Contractors monitoring and use, if applicable. 1.5 ENVIRONMENTAL REQUIREMENTS A. Comply with requirements of agencies having jurisdiction. B. Comply with Texas Commission on Environmental Quality (TCEQ) regulations and Texas Water Well Drillers Association for development, drilling, and abandonment of wells used in dewatering system. C. Prior to beginning construction activities, file Notice of Intent (NOI) for Storm Water Discharges Associated with Construction Activity under the Texas Pollutant Elimination System (TPDES) General Permit No. TXR150000, administered by the Texas Commission on Environmental Quality (TCEQ). The general permit falls under the provisions of Section 402 of the Clean Water Act and Chapter 26 of the Texas Water Code. D. Prepare submittal form and submit to TCEQ along with application fee. E. Upon completion of construction, file Notice of Termination (NOT) for Storm Water Discharges Associated with Construction Activity under the TPDES General Permit with the TCEQ. F. Obtain all necessary permits from agencies with control over the use of ground water and matters affecting well installation, water discharge, and use of existing storm drains and natural water sources. Because the review and permitting process may be lengthy, take early action to pursue and submit for the required approvals. G. Monitor ground water discharge for contamination while performing pumping in the vicinity of potentially contaminated sites. 022021 Page 3 of 10 Rev. 10-30-2014 H. Conduct sampling and testing of ground water and receiving waters as outlined in Article 3 below. 2. PRODUCTS 2.1 EQUIPMENT AND MATERIALS A. Equipment and materials are at the option of Contractor as necessary to achieve desired results for dewatering. B. Eductors, well points, or deep wells, where used, shall be furnished, installed and operated by an experienced contractor regularly engaged in ground water control system design, installation, and operation. C. All equipment must be in good repair and operating order. D. Sufficient standby equipment and materials shall be kept available to ensure continuous operation, where required. 3. EXECUTION 3.1 GROUND WATER CONTROL A. Perform a subsurface investigation by borings as necessary to identify water bearing layers, piezometric pressures, and soil parameters for design and installation of ground water control systems. Perform pump tests, if necessary to determine the drawdown characteristics of the water bearing layers. B. Provide labor, material, equipment, techniques and methods to lower, control and handle ground water in a manner compatible with construction methods and site conditions. Monitor effectiveness of the installed system and its effect on adjacent property. C. Install, operate, and maintain ground water control systems in accordance with the ground water control system design. Notify the City's Construction Inspector in writing of any changes made to accommodate field conditions and changes to the Work. Revise the ground water control system design to reflect field changes. D. Provide for continuous system operation, including nights, weekends, and holidays. Arrange for appropriate backup if electrical power is primary energy source for dewatering system. E. Monitor operations to verify that the system lowers ground water piezometric levels at a rate required to maintain a dry excavation resulting in a stable subgrade for prosecution of subsequent operations. F. Where hydrostatic pressures in confined water bearing layers exist below excavation, depressurize those zones to eliminate risk of uplift or other instability of excavation or installed 022021 Page 4 of 10 Rev. 10-30-2014 works. Allowable piezometric elevations shall be defined in the ground water control system design. G. Remove ground water control installations. 1. Remove pumping system components and piping when ground water control is no longer required. 2. Remove piezometers and monitoring wells when directed by the City Engineer. 3. Grout abandoned well and piezometer holes. Fill piping that is not removed with cement - bentonite grout or cement -sand grout. H. During backfilling, dewatering may be reduced to maintain water level a minimum of 5 feet below prevailing level of backfill. However, do not allow that water level to result in uplift pressures in excess of 80 percent of downward pressure produced by weight of structure or backfill in place. Do not allow water levels to rise into cement stabilized sand until at least 48 hour after placement. I. Provide a uniform diameter for each pipe drain run constructed for dewatering. Remove pipe drain when it has served its purpose. If removal of pipe is impractical, provide grout connections at 50 -foot intervals and fill pipe with cement -bentonite grout or cement -sand grout when pipe is removed from service. J. Extent of construction ground water control for structures with a permanent perforated underground drainage system may be reduced, such as for units designed to withstand hydrostatic uplift pressure. Provide a means for draining the affected portion of underground system, including standby equipment. Maintain drainage system during operations and remove it when no longer required. K. Remove system upon completion of construction or when dewatering and control of surface or ground water is no longer required. L. In unpaved areas, compact backfill to not less than 95 percent of Standard Proctor maximum dry density in accordance with ASTM D 698. In paved areas (or areas to receive paving), compact backfill to not less than 98 percent of Standard Proctor maximum dry density in accordance with ASTM D 698. 3.2 REQUIREMENTS FOR EDUCTOR, WELL POINTS, OR DEEP WELLS A. For above ground piping in ground water control system, include a 12 -inch minimum length of clear, transparent piping between every eductor well or well point and discharge header so that discharge from each installation can be visually monitored. B. Install sufficient piezometers or monitoring wells to show that all trench or shaft excavations in water bearing materials are pre -drained prior to excavation. Provide separate piezometers for 022021 Page 5 of 10 Rev. 10-30-2014 monitoring of dewatering and for monitoring of depressurization. Install piezometers and monitoring wells for tunneling as appropriate for Contractor's selected method of work. C. Install piezometers or monitoring wells not less than one week in advance of beginning the associated excavation (including trenching). D. Dewatering may be omitted for portions of underdrains or other excavations, but only where auger borings and piezometers or monitoring wells show that soil is pre -drained by an existing system such that the criteria of the ground water control system design are satisfied. E. Replace installations that produce noticeable amounts of sediments after development. F. Provide additional ground water control installations, or change the methods, in the event that the installations according to the ground water control system design do not provide satisfactory results based on the performance criteria defined by the ground water control system design and by these specifications. 3.3 EXCAVATION DRAINAGE A. Contractor may use excavation drainage methods if necessary to achieve well drained conditions. The excavation drainage may consist of a layer of crushed stone and filter fabric, and sump pumping in combination with sufficient wells for ground water control to maintain stable excavation and backfill conditions. 3.4 MAINTENANCE AND OBSERVATION A. Conduct daily maintenance and observation of piezometers or monitoring wells while the ground water control installations or excavation drainage are operating in an area or seepage into tunnel is occurring. Keep system in good condition. B. Replace damaged and destroyed piezometers or monitoring wells with new piezometers or wells as necessary to meet observation schedule. C. Cut off piezometers or monitoring wells in excavation areas where piping is exposed, only as necessary to perform observation as excavation proceeds. Continue to maintain and make observations, as specified. D. Remove and grout piezometers inside or outside the excavation area when ground water control operations are complete. Remove and grout monitoring wells when directed by the City Engineer. 3.5 MONITORING AND RECORDING A. Monitor and record average flow rate of operation for each deep well, or for each wellpoint or eductor header used in dewatering system. Also monitor and record water level and ground water recovery. These records shall be obtained daily until steady conditions are achieved, and twice weekly thereafter. 022021 Page 6 of 10 Rev. 10-30-2014 B. Observe and record elevation of water level daily as long as ground water control system is in operation, and weekly thereafter until the Work is completed or piezometers or wells are removed, except when City Engineer determines that more frequent monitoring and recording are required. Comply with Construction Inspector's direction for increased monitoring and recording and take measures as necessary to ensure effective dewatering for intended purpose. 3.6 SAMPLING, TESTING AND DISPOSAL OF GROUND WATER A. It is the intent that the Contractor discharge groundwater primarily into the existing storm water system in accordance with City Ordinance, Article XVI, Section 55-203, only if the groundwater is uncontaminated and the quality of the ground water is equal to or better than the quality of the receiving stream. B. The Contractor shall prevent ground water from trench or excavation dewatering operations from discharging directly into the storm water system prior to testing and authorization. Ground water from dewatering operations shall be sampled and tested, and disposed of by approved methods. C. Laboratory analysis of groundwater and receiving water quality is to be performed by the Contractor at the Contractor's expense, prior to commencing discharge, and groundwater analysis shall be performed by the Contractor at a minimum of once per week. Contractor shall coordinate with the City Storm Water Department on all laboratory analysis. Laboratory analysis of groundwater shall also be performed at each new area of construction prior to discharge from that location. D. Sample containers, holding times, preservation methods, and analytical methods, shall either follow the requirements in 40 CFR Part 136 (as amended), or the latest edition of "Standard Methods for the Examination of Water and Wastewater." Any laboratory providing analysis must be accredited or certified by the Texas Commission on Environmental Quality according to Title 30 Texas Administrative Code (30 TAC) Chapters 25 for the matrices, methods, and parameters of analysis, if available, or be exempt according to 30 TAC §25.6. E. Analysis of the ground water discharge shall show it to be equal to or better than the quality of the first natural body of receiving water. This requires testing of both the receiving water and a sample of the ground water. All parts of this procedure shall be complete prior to any discharge of ground water to the storm water system. F. Steps to Determine Legitimate Discharge: 1. Identify the First Receiving Water. a) When the first body of water is a fresh water system (Nueces River or Oso Creek), the analysis typically fails because the local ground water will likely be too high in Total Dissolved Solids (TDS). In the case of a perched aquifer, the ground water may turn out fairly fresh, but local experience shows this to be unlikely. b) If the receiving water is a marine environment, proceed with Step 2 below to compare the ground water quality to receiving water quality. 022021 Page 7 of 10 Rev. 10-30-2014 2. Compare Ground Water Discharge Quality to Receiving Water Quality. The following table, Ground Water Discharge Limits, indicates that the parameters to compare to the receiving water are Total Dissolved Solids (TDS) and Total Suspended Solids (TSS). If the ground water results are equal to or better than the receiving water, then the discharge may be authorized as long as the discharge does not exceed the other parameters which would indicate hydrocarbon contamination. Note that the receiving water only needs to be tested initially as a baseline and the ground water shall be tested weekly to ensure compliance. GROUND WATER DISCHARGE LIMITS Parameter Ground Water Monitoring Frequency Receiving Water Monitoring Frequency Maximum Limitation Total Dissolved Solids (TDS) Initial + Weekly Once Prior to Discharge < Receiving Water Total Suspended Solids (TSS) Initial + Weekly Once Prior to Discharge < Receiving Water Total Petroleum Hydrocarbons Initial + Weekly 15 mg/L Total Lead Initial + Weekly 0.1 mg/L Benzene Initial + Weekly 0.005 mg/L Total BTEX Initial + Weekly 0.1 mg/L Polynuclear Aromatic Hydrocarbons Initial + Monthly 0.01 mg/L 3. Analyze Ground Water for Hydrocarbon Contamination. All other parameters listed on the Ground Water Discharge Limits table must be analyzed prior to ground water discharge to the storm water system. If no limits are exceeded, ground water discharge to the storm water system may be authorized following notification to the MS4 operator (City of Corpus Christi) and all Pollution Prevention Measures for the project are in place. Analytical results shall be on-site or readily available for review by local, state or federal inspectors. Note that this step is frequently done simultaneously with Step 2 above to shorten analytical processing time. 4. Pollution Prevention Measures. A storm water pollution prevention plan or pollution control plan shall be developed and implemented prior to any ground water discharges to the storm water system. The plan's objectives are to limit erosion and scour of the storm water system, and minimize Total Suspended Solids (TSS) and other forms of contamination, and prevent any damage to the storm water system. Note that ground water discharges must cease immediately upon the first recognition of contamination, either by sensory or analytical methods. If the discharge of groundwater results in any damages to the storm water system, the responsible party 022021 Page 8 of 10 Rev. 10-30-2014 shall remediate any damage to the storm water system and the environment to the satisfaction of the Storm Water Department and/or any State or Federal Regulatory Agency. 5. MS4 Operator Notification. The MS4 operator shall be notified prior to ground water discharge to the storm water system. Contractor shall contact the designated City MS4 representative to request authorization to discharge ground water to the storm water system. Notification shall include: Project Name: Responsible Party: Discharge Location: Receiving Water: Estimated Time of Discharge: Linear Project: Yes / No Pollution Prevention Measures Implemented: Statement indicating all sampling and testing has been conducted and meets the requirements of a legitimate discharge. G. Discharges to Wastewater System In the event that the groundwater does not equal or exceed the receiving water quality, an alternative disposal option would include pumping to the nearest sanitary sewer system. Discharge to the sanitary sewer system requires a permit from the Wastewater Department. If discharging to temporary holding tanks and trucking to a sanitary sewer or wastewater treatment plant, the costs for these operations shall be negotiated. Contractor shall contact the Pretreatment Group for City Utility Operations to obtain a Wastewater Discharge Permit Application for authorization to discharge to the wastewater system. Authorization approval will include review of laboratory analysis of the ground water and estimated flow data. Note that groundwater discharges must cease immediately upon the first recognition of contamination, either by sensory or analytical methods. If the discharge of groundwater results in any damages to the wastewater collection system or wastewater overflows, the responsible party shall remediate any damage to the wastewater collection system and the environment to the satisfaction of the Wastewater Department and/or any State or Federal Regulatory Agency. H. Other groundwater disposal alternatives or solutions may be approved by the Engineer on a case by case basis. 3.7 SURFACE WATER CONTROL A. Intercept surface water and divert it away from excavations through the use of dikes, ditches, curb walls, pipes, sumps or other approved means. B. Divert surface water into sumps and pump into drainage channels or storm drains, when 022021 Page 9 of 10 Rev. 10-30-2014 approved by the City Engineer. Provide settling basins when required by the City Engineer. C. Storm water that enters the excavation can be pumped out as long as care is taken to minimize solids and mud entering the pump suction and flow is pumped to a location that allows for sheet flow prior to entering a storm water drainage ditch or storm water inlet. An alternative to sheet flow is to pump storm water to an area where ponding occurs naturally without leaving the designated work area or by manmade berm(s) prior to entering the storm water system. Sheet flow and ponding is required to allow solids screening and/or settling prior to entering the storm water system. Storm water or groundwater shall not be discharged to private property. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, control of ground water will not be measured and paid for separately, but shall be considered subsidiary to other bid items. 022021 Page 10 of 10 Rev. 10-30-2014 SECTION 022022 TRENCH SAFETY FOR EXCAVATIONS 1. DESCRIPTION This specification shall govern all work for providing for worker safety in excavations and trenching operations required to complete the project. 2. REQUIREMENTS Worker Safety in excavations and trenches shall be provided by the Contractor in accordance with Occupational Safety and Health Administration (OSHA) Standards, 29 CFR Part 1926 Subpart P - Excavations. It is the sole responsibility of the Contractor, and not the City or Engineer or Consultant, to determine and monitor the specific applicability of a safety system to the field conditions to be encountered on the job site during the project. The Contractor shall indemnify and hold harmless the City and Engineer and Consultant from all damages and costs that may result from failure of methods or equipment used by the Contractor to provide for worker safety. Trenches, as used herein, shall apply to any excavation into which structures, utilities, or sewers are placed regardless of depth. Trench Safety Plan, as used herein, shall apply to all methods and materials used to provide for worker safety in excavation and trenching operations required during the project. 3. MEASUREMENT AND PAYMENT Measurement of Trench Safety shall be by the linear foot of trench, regardless of depth. Measurement shall be taken along the centerline of the trench. Measurement for Excavation Safety for Utility Structures shall be per each excavation. Excavations include, but are not limited to, those for manholes, vaults, pits and other such structures that are incidental to utility work. Measurement for Excavation Safety for Special Structures shall be per each excavation or by the lump sum for each special structure identified in the Proposal. Payment shall be at the unit price bid and shall fully compensate the Contractor for all work, equipment, materials, personnel, and incidentals as required to provide for worker safety in trenches and excavations for the project. Revision current for Texas Code Chapter 756 Subchapter C. Trench Safety. 022022 Page 1 of 1 Rev. 10-30-2014 SECTION 022040 STREET EXCAVATION 1. DESCRIPTION This specification shall govern all work for Street Excavation required to complete the project. 2. CONSTRUCTION METHODS (A) Stripping and Excavation Strip the top 6 inches in all areas to underlay compacted fill, curbs, base or pavement, by removing all humus, vegetation and other unsuitable materials. Unless otherwise noted, remove existing trees, shrubs, fences, curb, gutter, sidewalk, drives, paving, pipe and structures and other items within the graded area which interfere with new construction of finished grading. All suitable excavated materials shall be utilized, insofar as practicable, in constructing the required roadway sections or in uniformly widening embankments, flattening slopes, etc., as directed by the Engineer, provided that the material meets the requirements for roadway embankment as specified in Article 3 below. Unwanted or unsuitable roadway excavation and roadway excavation in excess of that needed for construction shall become the property of the Contractor to be disposed of by him outside the limits of the right-of-way at a location suitable to the Engineer. "Unsuitable" material encountered below subgrade elevation in roadway cuts, when declared unwanted by the Engineer, shall be replaced as directed by the Engineer with suitable material from the roadway excavation or with other suitable material. Maintain moisture and density until covered and protected by the subbase or base course. Remove soft or wet areas found at any time, replace with suitable material, and recompact (especially utility trenches). (B) Subgrade Preparation That area shown on the drawings for street construction shall be cut to grade, scarified to a depth not less than 6 inches, or as otherwise indicated on the drawings, and compacted to 95% Standard Proctor density (ASTM D698) to within 0 to +3% of optimum moisture. The section may be accepted if no more than 1 in 5 of the most recent moisture or density tests is beyond +1% deviation from the required moisture or density requirement. Irregularities exceeding 1/2 inch in 16 feet shall be corrected. Soft areas found at anytime shall be removed, replaced with suitable material and compacted (especially at utility trenches). The correct moisture density relationship shall be maintained until the subgrade is protected. Excessive loss of moisture shall be prevented by sprinkling, sealing, or covering with a subsequent layer. Should the subgrade, due to any reason or cause, lose the required stability, density, or moisture before it is protected by placement of the next layer, it shall be re -compacted and refinished and retested at the expense of the Contractor until acceptable to the City. 022040 Page 1 of 3 Rev. 10-30-2014 (C) Curb Backfill and Topsoil (Sidewalks, Parkways, Islands, etc.) Fill and compact areas behind curbs and adjacent to sidewalks and driveways within 48 hours after completion of concrete work. The top 6 inches (where disturbed by construction or where unsatisfactory material is exposed by excavation) of finish earth grade shall be clean excavated material or topsoil capable of supporting a good growth of grass when fertilized and seeded or sodded. It shall be free of concrete, asphalt, shell, caliche, debris and any other material that detracts from its appearance or hampers the growth of grass. Topsoil shall meet the requirements specified in City Standard Specification Section 028020 "Seeding". (D) Matching Grades at Right -of -Way Line Finish grade at the property line shall be as shown on the drawings. The Engineer may require a reasonable amount of filling on private property where the sidewalk grade is above the property elevation. Use suitable material from the excavation. Unless otherwise directed, cuts at right -of - way lines shall be made at a slope of three horizontal to one vertical (3:1) or flatter. (E) Drainage During construction, the roadbed and ditches shall be maintained in such condition as to insure proper drainage at all times, and ditches and channels shall be so constructed and maintained as to avoid damage to the roadway section. All slopes which, in the judgment of the Engineer, require variation, shall be accurately shaped, and care shall be taken that no material is loosened below the required slopes. All breakage and slides shall be removed and disposed of as directed. 3. SELECTION OF ROADBED MATERIALS Where shown on the plans, Select Material shall be utilized to improve the roadbed, in which case the work shall be performed in such manner and sequence that suitable materials may be selected, removed separately, and deposited in the roadway within limits and at elevations required. Material used for roadway embankment shall meet the requirements of City Standard Specification Section 022100 Select Material. 4. GEOGRID If indicated on the drawings, geogrid shall be placed in the base layer according to the pavement details to provide a mechanically -stabilized aggregate base layer within the pavement structure. Geogrid shall be "Tensar TX5 Triaxial Geogrid", or pre -approved equivalent. Use (and approval) of a different product must be supported by documentation showing that the alternate pavement section will meet or exceed the required number of 18 -kip equivalent single axle loads (ESAL) and structural number (SN) over the stated pavement design life, and the pavement design must be sealed and signed by a Texas professional engineer. Documentation must also include the structural design value used for the geogrid structural contribution, based on and supported by 022040 Page 2 of 3 Rev. 10-30-2014 validated test data. Alternate pavement designs shall utilize the same structural design values for other pavement structural components (HMAC, base, sub -base) as used in the original pavement design, and the pavement designs must be approved by the Engineer and the geotechnical consultant. Contractor shall take care to protect geogrid from damage. Overlap edges of geogrid in accordance with the manufacturer's recommendations, but not less than 12 inches. Do not drive tracked equipment directly on the geogrid. Provide at least 6 inches of compacted aggregate base material over the geogrid before driving any tracked equipment over the geogrid area. Standard highway - legal rubber -tired trucks may drive over the geogrid at very slow speeds (less than 5 mph). Avoid turns and sudden starts and stops when driving on the geogrid. Any damaged geogrid shall be replaced by the Contractor at no additional cost to the City. Proper replacement shall consist of replacing the affected area adding 3 feet of geogrid in each direction beyond the limits of the affected area. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, street excavation shall be measured and paid for by the square yard to the limits shown on the drawings including excavation for street transitions. Payment shall be full compensation for furnishing all labor, materials, tools, equipment, borrow material and incidentals necessary to complete the work. Unless otherwise specified on the Bid Form, compacted subgrade shall be measured and paid for by the square yard to the limits shown on the drawings. Payment shall be full compensation for furnishing all labor, materials, tools, equipment, borrow material and incidentals necessary to complete the work. Unless otherwise specified on the Bid Form, geogrid shall be measured and paid for by the square yard to the limits shown on the drawings, excluding overlaps. Payment shall be full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the work. All work required for disposing of waste, including hauling will not be paid for directly but shall be considered subsidiary to the various contract items. 022040 Page 3 of 3 Rev. 10-30-2014 SECTION 022060 CHANNEL EXCAVATION 1. DESCRIPTION This specification shall govern all work for Channel Excavation required to complete the project. 2. CONSTRUCTION METHODS Trees, stumps, brush and other vegetation shall be removed and hauled away. Excavated slopes shall be finished in conformance with the lines and grades established by the Engineer. When completed, the average plane of slopes shall conform to the slopes indicated on the drawings, and no point on completed slopes shall vary from the designated slopes by more than 0 5 foot measured at right angles to the slope. In no case shall any portion of the slope encroach on the roadbed. The tops of excavated slopes and the end of excavation shall be rounded. The bottom and sides of the ditch or channel shall be undercut a minimum depth sufficient to accommodate topsoil for seeding, sodding, or slope protection, as indicated on the drawings. All suitable materials removed from the excavation shall be used, insofar as practicable, in the formation of embankments in accordance with City Standard Specification Section 022080 "Embankment", or shall be otherwise utilized or satisfactorily disposed of as indicated on drawings, or as directed, and the completed work shall conform to the established alignment, grades and cross sections. During construction, the channel shall be kept drained, insofar as practicable, and the work shall be prosecuted in a neat workmanlike manner Unsuitable channel excavation in excess of that needed for construction shall become the property of the Contractor and removed from the site and properly disposed of 3. SELECTION OF MATERIALS Where shown on the drawings, selected materials shall be utilized in the formation of embankment or to improve the roadbed, provided that the material meets the requirements specified in City Standard Specification Sections 022040 "Street Excavation" and 022100 "Select Material", in which case the work shall be performed in such manner and sequence that suitable materials may be selected, removed separately and deposited in the roadway within the limits and at elevations required. Concrete for lining channels, where specified on the drawings, shall be Class "A" in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, channel excavation shall be measured in its original position and the volume computed in cubic yards by the method of average end areas, or by linear foot of channel or drainage ditch, as specified. Channel excavation shall include, but not be limited to, clearing and removal of vegetation, excavation, de -watering, embankment, compaction, hauling, and disposal. Channel excavation shall not include undercutting to accommodate topsoil, sod, or slope protection. Payment shall be at the bid price for the unit of measurement specified and shall be full compensation for furnishing all labor, materials, tools, equipment and incidentals necessary to complete the work. 022060 Page 1 of 1 Rev. 3-25-2015 SECTION 022080 EMBANKMENT 1. DESCRIPTION This specification shall govern all work for Embankment required to complete the project. 2. CONSTRUCTION METHODS Prior to placing embankment, the area to be covered shall be stripped of all vegetation and the material so removed shall be disposed of off the job site. Washes, gulleys, wet areas, and yielding areas shall be corrected as directed by the Engineer. Unless otherwise indicated on the drawings, the surface of the ground which is to receive embankment shall be loosened by scarifying or plowing to a depth of not less than 6 inches. The loosened material shall be recompacted with the new embankment as hereinafter specified. Embankment shall be placed in layers not to exceed ten (10) inches uncompacted (loose) depth for the full width of the embankment, unless otherwise noted. Where embankment is adjacent to a hillside or old roadbed, the existing slope shall be cut in steps to not less than the vertical depth of an uncompacted layer. The fill material shall be placed from the low side and compacted. Each layer shall overlap the existing embankment by at least the width indicated by the embankment slope. Trees, stumps, roots, vegetation, debris or other unsuitable materials shall not be placed in embankment. Each layer of embankment shall be uniform as to material, density and moisture content before beginning compaction. Where layers of unlike materials abut each other, each layer shall be feather -edged for at least 100 feet or the material shall be so mixed as to prevent abrupt changes in the soil. No material placed in the embankment by dumping in a pile or windrow shall be incorporated in a layer in that position, but all such piles or windrows shall be moved by blading or similar methods. Clods or lumps of material shall be broken and the embankment material mixed by blading, harrowing, disking or similar methods to the end that a uniform material of uniform density is secured in each layer. Except as otherwise required by the drawings, all embankments shall be constructed in layers approximately parallel to the finished grade and each layer shall be so constructed as to provide a uniform slope of 1/4 inch per foot from the centerline of the embankment to the outside. Each layer shall be compacted to the required density and moisture by any method, type and size of equipment that will give the required compaction. Prior to and in conjunction with the rolling operation, each layer shall be brought to the moisture content necessary to obtain the required density and shall be kept leveled with suitable equipment to insure uniform compaction over the entire layer. For each layer of earth embankment and select material, it is the intent of this specification to provide the density as required herein, unless otherwise shown on the drawings. Soils for 022080 Page 1 of 2 Rev. 10-30-2014 embankment shall be sprinkled with water as required to provide not less than optimum moisture and compacted to the extent necessary to provide not less than 95% Standard Proctor density (ASTM D698). Field density determinations will be made in accordance with approved methods. After each layer of earth embankment or select material is complete, tests, as necessary, will be made by the Engineer. If the material fails to meet the density specified, the course shall be reworked as necessary to obtain the specified compaction, and the compaction method shall be altered on subsequent work to obtain specified density. Such procedure shall be determined by, and subject to, the approval of the Engineer. The Engineer may order proof rolling to test the uniformity of compaction of the embankment layers. All irregularities, depressions, weak or soft spots which develop shall be corrected immediately by the Contractor. Should the embankment, due to any reason or cause, lose the required stability, density or moisture before the pavement structure is placed, it shall be recompacted and refinished at the sole expense of the Contractor. Excessive loss of moisture in the subgrade shall be prevented by sprinkling, sealing or covering with a subsequent layer of granular material. 3. SELECTION OF MATERIAL In addition to the requirement in the excavation items of the specifications covering the general selection and utilization of materials to improve the roadbed, embankments shall be constructed in proper sequence to receive the select material layers shown on drawings, with such modifications as may be directed by the Engineer. The layer of embankment immediately preceding the upper layer of select material shall be constructed to the proper section and grade within a tolerance of not more than 0.10 foot from the established section and grade when properly compacted and finished to receive the select material layer. Select material, when specified, shall meet the requirements in City Standard Specification Section 022100 "Select Material". 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, embankment shall not be measured and paid for separately, but shall be subsidiary to other items of work. 022080 Page 2 of 2 Rev. 10-30-2014 SECTION 022100 SELECT MATERIAL 1. DESCRIPTION This specification shall govern the use of Select Material to be used to treat designated sections of roadways, embankments, trenches, etc. Select material shall be non -expansive sandy clay (CL) or clayey sand (SC), in accordance with the Unified Soil Classification System (ASTM D2487). Select Material shall meet the following requirements: Free of vegetation, hard lumps, rock fragments, or other debris No clay lumps greater than 2" diameter Liquid Limit (L.L.): < 35 Plasticity Index (P.I.) Range: 8 to 20 Moisture Content: as specified in the drawings 2. CONSTRUCTION METHODS Select material shall be mixed uniformly and placed in layers as indicated, not to exceed 10 inches loose depth (or 12 inches maximum for sanitary sewer trench backfill per City Standard Details for Sanitary Sewers). Unless otherwise specified, the material shall be compacted to a minimum of 95% Standard Proctor density. Each layer shall be complete before the succeeding layer is placed. The finished surface of the select material shall conform to the grade and section shown on the drawings. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, select material shall not be measured for pay, but shall be subsidiary to the appropriate bid item. 022100 Page 1 of 1 Rev. 10-30-2014 SECTION 022420 SILT FENCE 1. DESCRIPTION This specification shall govern all work necessary for providing and installing silt fencing required to control sedimentation and erosion during construction of the project. 2. MATERIAL REQUIREMENTS A. Geotextile shall meet the requirements for temporary silt fence per AASHTO M288. B. Fence Reinforcement Materials: Silt fence reinforcement shall be one of the following systems. Type 1: Self -Supported Fence - This system consists of fence posts, spaced no more than 8- 1/2 feet apart, and geotextile without net reinforcement. Fence posts shall be a minimum of 42 inches long, embedded at least one (1) foot into the ground, and constructed of either wood or steel. Soft wood posts shall be at least 3 inches in diameter or nominal 2 x 4 inches in cross section and essentially straight. Hardwood posts shall be a minimum of 1.5 x 1.5 inches in cross section. Fabric attachment may be by staples or locking plastic ties at least every 6 inches, or by sewn vertical pockets. Steel posts shall be T or L shaped with a minimum weight of 1.3 pounds per foot. Attachment shall be by pockets or by plastic ties if the posts have suitable projections. Type 2: Net -Reinforced Fence - This system consists of fence posts, spaced no more than 8-1/2 feet apart, and geotextile with an attached reinforcing net. Fence posts shall meet the requirements of Self -Supported Fence. Net reinforcement shall be galvanized welded wire mesh of at least 12.5 -gauge wire with maximum opening size of 4 x 2 inches. The fabric shall be attached to the top of the net by crimping or cord at least every 2 feet, or as otherwise specified. Type 3: Triangular Filter Dike - This system consists of a rigid wire mesh, at least 6 -gauge, formed into an equilateral triangle cross-sectional shape with sides measuring 18 inches, wrapped with geotextile silt fence fabric. The fabric shall be continuously wrapped around the dike, with a skirt extending at least 12 inches from its upslope corner. C. Packaging Requirements: Prior to installation, the fabric shall be protected from damage due to ultraviolet light and moisture by either wrappers or inside storage. 022420 Page 1 of 2 Rev. 10-30-2014 D. Certification and Identification: Each lot or shipment shall be accompanied by a certification of conformance to this specification. The shipment must be identified by a ticket or by labels securely affixed to the fabric rolls. This ticket or label must list the following information: a. Name of manufacturer or supplier b. Brand name and style c. Manufacturer's lot number or control number d. Roll size (length and width) e. Chemical composition 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, silt fence shall be measured by the linear foot. Payment shall be at the bid price for the unit of measurement specified and shall be full compensation for furnishing all labor, materials, tools, equipment and incidentals necessary to complete the work. Payment shall include, but not be limited to, placing, maintaining and removing the silt fence. 022420 Page 2 of 2 Rev. 10-30-2014 SECTION 025223 CRUSHED LIMESTONE FLEXIBLE BASE 1. DESCRIPTION This Specification shall govern all work for furnishing and placing Crushed Limestone Flexible Base required to complete the project. 2. MATERIAL Crushed Limestone Flexible Base shall consist of crushed limestone produced from oversize quarried aggregate, sized by crushing and produced from a naturally occurring single source, meeting the requirements for Type 'A' material as specified in Texas Department of Transportation (TxDOT) Specification Item 247 "Flexible Base". Crushed gravel or uncrushed gravel shall not be acceptable. No blending of sources and/or additive materials will be allowed. The material shall be free of vegetation and shall be approved by the Engineer. All acceptable material shall be screened and the oversize shall be crushed and returned to the screened material in such a manner that a uniform product will be produced which meets all of the physical requirements for Grade 1-2 as specified in TxDOT Specification Item 247 "Flexible Base". 3. TESTING The City will engage a laboratory and pay for one test each gradation, liquid limit, plasticity index, modified proctor, moisture -density relation, CBR, and necessary field densities. The Engineer may call for additional tests at any time. The cost of all retests, in case of failure to meet specifications, will be deducted from the Contractor's payment. The City will pay for proctor and soil constants and abrasion tests at the rate described in the materials testing schedule. If material changes, the Contractor shall pay the cost of additional tests required by the Engineer. The Engineer may waive testing and/or lime admix for small amounts for unimportant uses. 4. CONSTRUCTION METHODS Prior to placement of flexible base, the surface of the previous underlying course shall be finished true to line and grade as established, and in conformity with the typical section shown on the drawings. Grade tolerance shall be generally 1/2 inch, and highs and lows must approximately balance. If called for in the drawings or elsewhere in the contract documents, geogrid, as specified in City Standard Specification Section 022040 "Street Excavation", shall be placed as indicated. Flexible base shall be delivered and spread the same day if possible (no later than the next day). Base shall be mixed as required to produce a uniform mixture with water. Base shall be placed in uniform lifts not to exceed 10 inch loose lifts or 8 inch compacted lifts. Moisture and density requirements shall be as indicated on the drawings, typical minimum 98% Modified Proctor 025223 Page 1 of 2 Rev. 3-25-2015 (ASTM D1557) under flexible pavements or typical minimum 98% Standard Proctor (ASTM D698) under concrete pavement and to within + 2% of optimum moisture. The section may be accepted if no more than 1 of the 5 most recent moisture or density tests is outside of the specified limits, and the failed test is within +1% deviation from specified moisture or density requirements. The surface of the compacted base, after meeting moisture and density requirements, shall be primed in accordance with City Standard Specification Section 025412 "Prime Coat". On completion of compaction and priming, the surface shall be smooth and conform to lines, grades, and sections shown on the drawings. Areas with any deviation in excess of 1/4 inch in cross-section and in lengths of 16 feet measured longitudinally shall be corrected by loosening, adding or removing material, reshaping, and recompacting by repriming and rolling Moisture and density shall be maintained until the paving is complete. Excessive loss of moisture shall be prevented by sprinkling, sealing, or covering with a subsequent layer. Should the base, due to any reason or cause, lose the required stability, density, or moisture before it is protected by placement of the next layer, it shall be re -compacted, refinished, and retested at the expense of the Contractor until acceptable to the City. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, crushed limestone flexible base shall be measured by the square yard complete in place. Payment shall be full compensation for all materials, royalty, hauling, placing, compacting, labor, equipment, tools, and incidentals necessary for the completion of work. Prime shall be measured and paid under separate bid item if specified on the Bid Form. Geogrid shall be measured and paid under separate bid item if specified on the Bid Form. 025223 Page 2 of 2 Rev. 3-25-2015 SECTION 025404 ASPHALTS, OILS AND EMULSIONS 1. DESCRIPTION This specification shall govern all work for asphalt cement, cut-back and emulsified asphalts, performance -graded asphalt binders, and other miscellaneous asphaltic materials required to complete the project. 2. MATERIALS When tested according to Texas Department of Transportation Test Methods, the various materials shall meet the applicable requirements of TxDOT Specification Item 300, "Asphalts, Oils, and Emulsions" (Latest Edition). 3. STORAGE, HEATING AND APPLICATION TEMPERATURES Store and apply asphaltic materials in accordance with TxDOT Item 300 (Latest Edition) at the lowest temperature yielding satisfactory results. Follow the manufacturer's instructions for any agitation requirements in storage and in application and storage temperatures. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, asphalts, oils and emulsions shall not be measured and paid for separately, but shall be considered subsidiary to the appropriate bid item. 025404 Page 1 of 1 Rev. 10-30-2014 SECTION 025412 PRIME COAT 1. DESCRIPTION This specification shall consist of an application of asphalt material on the completed base course and/or other approved area in accordance with this specification. Prime Coat shall not be applied when the air temperature is below 60° F and falling, but it may be applied when the air temperature is above 50° F and is rising; the air temperature being taken in the shade and away from artificial heat. Asphalt material shall not be placed when general weather conditions, in the opinion of the Engineer, are not suitable. 2. MATERIALS The asphalt material used for the prime coat shall be MC -30 medium -curing cutback asphalt or AE- P asphalt emulsion prime, unless otherwise specified, and when tested by approved laboratory methods shall meet the requirements of City Standard Specification Section 025404 "Asphalts, Oils and Emulsions". Blotter material shall be native sand. 3. CONSTRUCTION METHODS When, in the opinion of the Engineer, the area and/or base is satisfactory to receive the prime coat, the surface shall be cleaned of dirt, dust, and other deleterious matter by sweeping or other approved methods. If found necessary by the Engineer, the surface shall be lightly sprinkled with water just prior to application of the asphalt material. The asphalt material shall be applied on the clean surface by an approved type of self-propelled pressure distributor so operated as to distribute the material in the quantity specified, evenly and smoothly under a pressure necessary for proper distribution. The Contractor shall provide all necessary facilities for determining the temperature of the asphalt material in all of the heating equipment and in the distributor, for determining the rate at which it is applied, and for securing uniformity at the junction of two distributor loads. All storage tanks, piping, retorts, booster tanks and distributors used in storing or handling asphalt material shall be kept clean and in good operating condition at all times, and they shall be operated in such manner that there will be no contamination of the asphalt material with foreign material. It shall be the responsibility of the Contractor to provide and maintain in good working order a recording thermometer at the storage -heating unit at all times. The distributor shall have been recently calibrated and the Engineer shall be furnished an accurate and satisfactory record of such calibration. After beginning of the work, should the yield on the asphalt material applied appear to be in error, the distributor shall be calibrated in a manner satisfactory to the Engineer before proceeding with the work. Prime shall be applied at a temperature within the recommended range per City Standard 025412 Page 1 of 2 Rev. 10-30-2014 Specification Section 025404 "Asphalts, Oils and Emulsions", with that range being 70 to 150 degrees F. Application rate shall be not less than 0.15 gallon per square yard, unless otherwise specified. The Contractor shall be responsible for the maintenance of the surface until the Engineer accepts the work. No traffic hauling or placement of any subsequent courses shall be permitted over the freshly applied prime coat until authorized by the Engineer. Spread blotter material before allowing traffic to use a primed surface. Allow sufficient time for the prime coat to cure properly before applying surface treatment or asphaltic concrete pavement. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, prime coat shall be measured by the gallon of asphalt material applied. Payment shall include furnishing, heating, hauling and distributing the asphalt material as specified; for furnishing, spreading and removing sand blotter material; for all freight involved; and for all manipulation, labor, materials, tools, equipment and incidentals necessary to complete the work. 025412 Page 2 of 2 Rev. 10-30-2014 SECTION 025424 HOT MIX ASPHALTIC CONCRETE PAVEMENT (Class A) 1. DESCRIPTION This specification shall govern all work required for furnishing and laying Hot Mix Asphalt Concrete (HMAC) surface, binder and base courses required to complete the project. All subsurface utilities must be inspected, tested, and accepted prior to any paving. 2. MATERIALS 2.1. Aggregate. The aggregate shall consist of a blend of course aggregate, fine aggregate and, if required, a mineral filler. 2.1.1. Coarse Aggregate shall consist of that fraction of aggregate retained on a No. 10 sieve and shall consist of crushed furnace slag, crushed stone, or crushed gravel. Deleterious material in course aggregate shall not exceed 2% per TxDOT Test Method TEX-217-F. Course aggregate shall be crushed such that a minimum of 85% of the particles have more than one crushed face, unless noted otherwise on the plans. Los Angeles abrasion losses for course aggregate shall not exceed 40% by weight for the surface course and 45% for the binder and base courses per TxDOT Test Method TEX-410-A. Polish Value not less than 30 for aggregate used in the surface course per TxDOT Test Method TEX-438-A. 2.1.2. Fine Aggregate is defined as the fraction passing a No. 10 sieve and shall be of uniform quality. Fine aggregate shall consist of screenings of material that pass the Los Angeles abrasion requirements in paragraph 2.1.1 above. Screenings shall be blended with a maximum of 15% uncrushed aggregate or field sand for Type D mixes, or a maximum of 10% uncrushed aggregate or field sand for Type A, B, and C mixes. Grading of fine aggregate shall be as follows: Sieve Size Percent Passing by Weight No. 10 100 No. 200 0-15 025424 Page 1 of 8 Rev 3-25-2015 2.1.3 Filler shall consist of dry stone dust, Portland cement, hydrated lime, or other mineral dust approved by the Engineer. Grading of filler shall be as follows: Sieve Size Minimum Percent Passing by Weight No. 30 95 No. 80 75 No. 200 55 2.2. Reclaimed Asphalt Pavement (RAP). Reclaimed asphalt pavement may be incorporated into the hot mix asphalt concrete furnished for the project, provided that the mixture is designed per the TxDOT Methods and meets the applicable provisions of said TxDOT Item 340 and this specification. 2.3. Asphalt. Asphalt Material shall be in accordance with Standard Specification Section 025404 "Asphalt, Oils and Emulsions" and AASHTO. 2.3.1. Paving Mixture: APPLICATION ASPHALT GRADE Residential or low volume PG 64-22 Collector Surface Course Binder Course Arterial Surface Course Binder Course Base Courses PG 70-22 PG 64-22 PG 76-22 PG 64-22 PG 64-22 2.3.2. Tack Coat shall consist of an emulsion, SS -1 diluted with equal volume of water and applied at a rate ranging from 0.05 to 0.15 gallon per square yard. 3. PAVING MIXTURE 3.1. Mix Design. The mixture shall be designed in accordance with TxDOT Bulletin C-14 and TxDOT Test Method TEX-204-F to conform to the requirements of this specification. The Contractor shall furnish the mix design for the job -mix to be used for the project, unless shown otherwise on the drawings. The mix design shall be submitted prior to placement of the mixture. The design procedures are actually intended to result at a job -mix with properties in compliance with these specifications, and when properly placed the job -mix will be durable 025424 Page 2 of 8 Rev 3-25-2015 and stable. The sieve analysis of the job -mix shall be within the range of the Master Gradation and Tolerances specified herein. The job -mix shall meet the density and stability requirements as specified and shall be included with the mix design as submitted per above. If the specific gravity of any of the types of aggregates differs by more than 0.3, use volume method. Plot sieve analysis of job -mix; percent passing versus size on four-cycle semi -log paper or other appropriate type paper. Show tolerance limits and Limits of Master Gradation. 3.2. Master Gradation of Aggregate. The aggregate for the type of mix specified shall be within the following tabulated limits per TxDOT Test Method TEX-200-F (Dry Sieve Analysis): Sieve Size Type A Course Base B Fine Base C Course Surface D Fine Surface 1-1/2" 100 1-1/4" 95-100 1" 100 7/8" 70-90 95-100 100 5/8" 75-95 95-100 1/2" 50-70 100 3/8" 60-80 70-85 85-100 1/4" No. 4 30-50 40-60 43-63 50-70 No. 10 20-34 27-40 30-40 32-42 No.40 5-20 10-25 10-25 11-26 No.80 2-12 3-13 3-13 4-14 No. 200 1-6* 1-6* 1-6* 1-6* VMA % minimum 11 12 13 14 025424 Page 3 of 8 Rev 3-25-2015 * 2-8 when TxDOT Test Method Tex -200-F, Part II (Washed Sieve Analysis) is used. 3.3. Tolerances. The mixture delivered to the job site shall not vary from the job -mix by more than the tolerances specified below. The gradation of the produced mix shall not fall outside the Master Grading Limits, with the following exceptions: for Type B material coarser than 3/8" and for Type D material coarser than #4. Variations from job -mix shall not exceed the following limits, except as noted above: Item: Tolerances Percent by Weight or Volume 1" to No. 10 Plus or Minus 5.0 No. 40 to No. 200 Plus or Minus 3.0 Asphalt Weight Plus or Minus 0.5 Asphalt Volume Plus or Minus 1.2 3.4. Mix Properties. The mixture shall have a minimum Hveem stability of 40 for Type A, B, and C mixes, and 35 for Type D mixes per TxDOT Test Method TEX-208-F at an optimum density of 96% (plus or minus 1.5) of theoretical maximum density per TxDOT Test Methods TEX-227-F and TEX-207-F. 3.5. Sampling and Testing of Raw Materials. The Contractor shall sample materials as necessary to produce a mix in compliance with these specifications. 4. EQUIPMENT 4.1. Mixing Plants. Mixing plants shall be either the weigh batching type or the drum mix type. Both types shall be equipped with satisfactory conveyors, power units, aggregate handling equipment, aggregate screens and bins (weigh batch only), and pollution control devices as required. 4.2. Truck Scales. A set of truck scales, if needed for measurement, shall be placed at a location approved by the Engineer. 4.3. Asphalt Material Heating Equipment. Asphalt material heating equipment shall be adequate to heat the required amount of material to the desired temperature. Agitation with steam or air will not be permitted. The heating apparatus shall be equipped with a recording thermometer with a 24-hour continuous chart that will record the temperature of the asphalt at the highest temperature. 4.4. Surge -Storage System. A surge -storage system may be used provided that the mixture coming out of the bins is of equal quality to that coming out of the mixer. The system shall be equipped with a gob hopper, rotating chute or other devices designed to minimize segregation of the asphalt mixture. 4.5. Laydown Machine. The laydown machine shall be capable of producing a surface that will meet the requirements of the typical cross section, of adequate power to propel the 025424 Page 4 of 8 Rev 3-25-2015 delivery vehicles, and produce the surface tolerances herein required. It shall be wide enough to lay a 28 -foot street (back-to-back of curbs) in a maximum of two passes. 4.6. Rollers. All rollers shall be self-propelled and of any type capable of obtaining the required density. Rollers shall be in satisfactory operating condition and free from fuel, hydraulic fluid, or any other fluid leaks. 5. STORAGE, PROPORTIONING AND MIXING 5.1. Storage and Heating of Asphalt Materials. Asphalt cement shall not be heated to a temperature in excess of that recommended by the producer. Asphalt storage equipment shall be maintained in a clean condition and operated in such a manner that there will be no contamination with foreign matter. 5.2. Feeding and Drying of Aggregates. The feeding of various sizes of aggregate to the dryer shall be done in such a manner that a uniform and constant flow of materials in the required proportions will be maintained. In no case shall the aggregate be introduced into the mixing unit at a temperature in excess of 350 degrees F. 5.3. Proportioning. All materials shall be handled and proportioned in a manner that yield an acceptable mixture as herein specified and as defined by the job -mix. 5.4. Mixing. 5.4.1. Weigh Batch Plant. In charging the weigh box and in charging the pugmill from the weigh box, such methods or devices shall be used as necessary to minimize segregation of the mixture. 5.4.2. Drum Mix Plant. The amount of aggregate and asphalt cement entering the mixer and the rate of travel through the mixer shall be coordinated so that a uniform mixture of the desired gradation and asphalt content will be produced. 5.4.3. The mixture produced from each type of plant shall not vary from the job -mix by more than the tolerances and restrictions herein specified. The mixture when discharged from the plant shall have a moisture content not greater than one percent by weight of total mix when determined by TxDOT Test Method TEX-212-F. 5.4.4. The mixture produced from each type of plant shall be at a temperature between 250 and 325 degrees F. After a target mixing temperature has been established, the mixture when discharged from the mixer shall not vary from this temperature by more than 25 degrees F. 6. CONSTRUCTION METHODS 6.1. Construction Conditions. For mat thicknesses greater than 1.5 inches, the asphalt material may be placed with a laydown machine when the air temperature is 40 degrees F and 025424 Page 5 of 8 Rev 3-25-2015 rising but not when the air temperature is 50 degrees F and falling. In addition, mat thickness less than and including 1.5 inches shall not be placed when the temperature of the surface on which the mat is placed is below 50 degrees F. All subsurface utilities shall be inspected, tested, and accepted prior to paving. 6.2. Prime Coat. If a prime coat is required, it shall be applied and paid for as a separate item conforming to the requirements of City Standard Specification Section 025412 "Prime Coat", except the application temperature shall be as provided above. The tack coat or asphaltic concrete shall not be applied on a previously primed flexible base until the primed base has completely cured to the satisfaction of the Engineer. 6.3. Tack Coat. Before the asphalt mixture is laid, the surface upon which the tack coat is to be placed shall be thoroughly cleaned to the satisfaction of the Engineer. The surface shall be given a uniform application of tack coat using materials and rates herein specified and/or as shown on the plans. The tack coat shall be rolled with a pneumatic tire roller as necessary. Tack coat is required before any pavement course not placed immediately following the previous course placement. 6.4. Transporting Asphalt Concrete. The asphalt mixture shall be hauled to the job site in tight vehicles previously cleaned of all foreign matter. In cool weather or for long hauls, canvas covers and insulated truck beds may be necessary. The inside of the bed may be given a light coating of lime water or other suitable release agent necessary to prevent from adhering. Diesel oil is not allowed. 6.5. Placing. The asphalt mixture shall be spread on the approved prepared surface with a laydown machine or other approved equipment in such a manner that when properly compacted, the finished surface will be smooth and of uniform density, and meet the requirements of the typical cross section as shown on the plans. 6.5.1. Flush Structures. Adjacent to flush curbs, gutters, liners and structures, the surface shall be finished uniformly high so that when compacted, it will be slightly above the edge of the curb and flush structure. 6.5.2. Construction joints of successive courses of asphaltic material shall be offset at least six inches. Construction joints on surface courses shall coincide with lane lines, or as directed by the Engineer, but shall not be in the anticipated wheel path of the roadway. 6.6. Compacting. The asphalt mixture shall be compacted thoroughly and uniformly with the necessary rollers to obtain the required density and surface tolerances herein described and any requirements as shown on the plans. Regardless of the method of compaction control followed, all rolling shall be completed before the mixture temperature drops below 175 degrees F. 025424 Page 6 of 8 Rev 3-25-2015 6.7. In -Place Density. In-place density control is required for all mixtures except for thin, irregular level -up courses. Material should be compacted to between 96% and 92% of maximum theoretical density or between 4% and 8% air voids. Average density shall be greater than 92% and no individual determination shall be lower than 90%. Testing shall be in accordance with TxDOT Test Methods TEX-207-F and TEX-227-F. Pavement specimens, which shall be either cores or sections of the compacted mixture, will be tested as required to determine the percent air voids. Other methods, such as nuclear determination of in-place density, which correlate satisfactorily with actual project specimens may be used when approved by the Engineer. 6.8. Thickness. The total compacted average thickness of the combined HMAC courses shall not be less than the amount specified on the drawings. No more than 10% of the measured thickness(es) shall be more than 1/4 inch less than the plan thickness(es). If so, the quantity for pay shall be decreased as deemed appropriate by the Engineer. 6.9. Surface Smoothness Criteria and Tests. The pavement surface after compaction, shall be smooth and true to the established lines, grade and cross-section. The surface shall be tested by the City with the Mays Roughness Meter. The Mays Roughness Value for each 600 -foot section shall not exceed ninety inches per mile per traffic lane. For each 600 -foot section not meeting this criteria, the Engineer shall have the option of requiring that section to be reworked to meet the criteria, or paying an adjusted unit price for the surface course. The unit price adjustment shall be made on the following basis: Adjusted Unit Price = (Adjustment Factor) X Surface Course Unit Bid Price The adjustment factor shall be: For Residential Streets: Adjustment Factor = 1.999 - 0.0111 M For All Other Class Streets (Non Residential) Adjustment Factor = 1.287 - 0.0143 M Where M = Mays Roughness Value In no case shall the Contractor be paid more than the unit bid price. If the surface course is an inverted penetration (surface treatment) the Mays Roughness Value observed will be reduced by ten inches per mile, prior to applying the above criteria. Localized defects (obvious settlements, humps, ridges, etc.) shall be tested with a ten -foot straightedge placed parallel to the roadway centerline. The maximum deviation shall not 025424 Page 7 of 8 Rev 3-25-2015 exceed 1/8 inch in ten feet. Areas not meeting this criteria shall be corrected to the satisfaction of the Engineer. Pavement areas having surface irregularities, segregation, raveling or otherwise deemed unacceptable by the Engineer shall be removed and replaced by the Contractor in a manner approved by the Engineer, at no additional cost to the City. 6.10. Opening to Traffic. The pavement shall be opened to traffic when directed by the Engineer. The Contractor's attention is directed to the fact that all construction traffic allowed on pavement open to the public will be subject to the State laws governing traffic on highways. If the surface ravels, it will be the Contractor's responsibility to correct this condition at his expense. 7 MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, hot mix asphaltic concrete pavement shall be measured by the square yard of the type and thickness of "Hot Mix Asphaltic Concrete" as shown on the drawings. The Contractor shall provide the Engineer with copies of the "pay ticket" identifying the truck and showing the gross empty weight of the truck with driver as it arrives at the plant and the gross loaded weight of the truck with driver as it leaves the plant. The measured amount will be the difference of the loaded and empty trucks converted to tons. Payment shall be full compensation for quarrying, furnishing all materials, freight involved; for all heating, mixing, hauling, cleaning the existing base course or pavement, tack coat, placing asphaltic concrete mixture, rolling and finishing; and for all manipulations, labor, tools, equipment, and incidentals necessary to complete the work except prime coat when required. Prime coat, performed where required, will be measured and paid for in accordance with the provisions governing City Standard Specification Section 025412 "Prime Coat". All templates, straightedges, scales, and other weight and measuring devices necessary for the proper construction, measuring and checking of the work shall be furnished, operated and maintained by the Contractor at his expense. Any paving placed prior to inspection, testing, and acceptance of underground utilities may be rejected by the City and will be replaced at the Contractor's expense after correcting any subsurface utility defects. Pavement that fails to meet the in place density criteria may be rejected by the City and will be replaced at the Contractor's expense, or such pavement may, at the City's discretion, be accepted by the City and the unit price for payment shall be reduced as deemed appropriate by the Engineer. 025424 Page 8 of 8 Rev 3-25-2015 SECTION 025608 INLETS 1. DESCRIPTION This specification shall govern for the construction of inlets complete in place and the materials used therein, including the installation, and the furnishing of frames, grates, rings and covers. 2. TYPES The various types of inlets are designated on the drawings by letters or by numbers indicating the particular design of each. Each type shall be constructed in accordance with the details shown on the drawings and to the depth required by the profiles and schedules given. 3. MATERIALS (1) Concrete. Concrete for curb inlets shall be Class "A" concrete conforming to the requirements of City Standard Specification Section 038000 "Concrete Structures", and City Standard Specification Section 030020 "Portland Cement Concrete", except as otherwise provided on the drawings. Concrete for grate inlets, drop inlets and post inlets shall be Class "C" concrete in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". (2) Mortar. Mortar shall be composed of one part Portland cement and two parts clean, sharp mortar sand suitably graded for the purpose by conforming in other respects to the provisions of City Standard Specification Section 030020 "Portland Cement Concrete" for fine aggregate. Hydrated lime or lime putty may be added to the mix but in no case shall it exceed 10 percent by weight of the total dry mix. (3) Reinforcing Steel. Reinforcing Steel shall conform to the requirements of City Standard Specification Section 032020 "Reinforcing Steel". (4) Concrete Blocks. Concrete blocks, when shown on the drawings, shall conform to the requirements of ASTM C 139. (5) Frames, Grates, Rings and Covers. Frames, grates, rings and covers shall conform to the requirements of City Standard Specification Section 055420 "Frames, Grates, Rings and Covers". (6) Cast Iron. Cast iron for supports and inlet units shall conform to the shape and dimensions shown on the plans. The castings shall be clean and perfect, free from sand or blow holes or other defects. Cast iron castings shall conform to the requirements of "Gray Iron Castings" ASTM A 48, Class 30. 025608 Page 1 of 2 Rev. 3-25-2015 4. CONSTRUCTION METHODS (1) General. All concrete work shall be performed in accordance with the requirements of City Standard Specification Section 038000 "Concrete Structures", unless otherwise specified. Forms will be required for all concrete walls, except where the nature of the surrounding material is such that it can be trimmed to a smooth vertical face. (2) Inlets for Precast Concrete Pipe Sewers. The construction of inlets for precast concrete pipe sewers shall be done as soon as is practicable after sewer lines into or through inlet locations are completed. All sewers shall be cut neatly at the inside face of the walls of inlet and pointed up with mortar. Subgrade under cast -in-place and precast inlets shall be compacted to not less than 95% Standard Proctor density. (3) Inverts. The inverts passing out or through the inlet shall be shaped and routed across the floor of inlet as shown on the plans. This shaping may be accomplished by adding and shaping mortar or concrete after the base is cast or by placing the required additional material with the base. (4) Finishing Complete Inlets. Inlets shall be completed in accordance with the drawings. Backfilling to finish grade elevation with native material, free of debris and compacted to over 95% Standard Proctor density. Backfilling shall be in accordance with the provisions of City Standard Specification Section 022020 "Excavation and Backfill for Utilities". 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, inlets shall be measured as individual units by each inlet, complete in place. Extension to inlets will be measured by each extension separately from the inlet. Excavation, backfill, frames, grates, rings and covers will be considered subsidiary to the construction of the inlets. Payments shall be full compensation for furnishing all concrete, reinforcing steel, mortar, castings, frames, grates, rings and covers, and for all other materials, labor, tools, equipment and incidentals required to perform the work prescribed above. 025608 Page 2 of 2 Rev. 3-25-2015 SECTION 025610 CONCRETE CURB AND GUTTER 1. DESCRIPTION This specification shall consist of Portland cement concrete combined concrete curb and gutter or separate concrete curb with or without reinforcing steel as required, constructed on an approved subgrade or foundation material in accordance with these specifications, in conformity with the lines and grades established by the Engineer and details shown on the drawings. 2. MATERIALS Unless otherwise specified on the drawings, materials and proportions for concrete used in construction under this specification shall conform to the requirements as specified for Class "A" Concrete under City Standard Specification Section 030020 "Portland Cement Concrete". Reinforcing steel shall conform to the requirements as specified in City Standard Specification Section 032020 "Reinforcing Steel". Expansion joint filler shall be redwood material meeting the requirements specified in City Standard Specification Section 038000 "Concrete Structures". 3. CONSTRUCTION METHODS The foundation shall be excavated and shaped to line, grade and cross-section, and hand tamped and sprinkled. If dry, the subgrade or foundation material shall be sprinkled lightly with water and compacted to not less than 98% Standard Proctor density, or as required on the drawings. Flexible base shall be compacted to specified density and moisture immediately before concrete is deposited thereon. Outside forms shall be of wood or metal, of a section satisfactory to the Engineer, straight, free of warp, and of a depth equal to the depth of the curb and gutter. They shall be securely staked to line and grade, and maintained in a true position during the depositing of concrete. Inside forms for the curb shall be approved material, shall be of such design as to provide the curb required, and shall be rigidly attached to the outside forms. For reinforced concrete roadways, all jointing must be reflected through the curb, including redwood expansion joints and construction joints. Driveway gutter shall be placed integrally with the driveway as shown on the City Standard Details. The reinforcing steel shall be placed in position as shown on the typical details. Care shall be exercised to keep all reinforcing steel in its proper location. Concrete for curb and gutter shall be mixed in a manner satisfactory to the Engineer. The curb and gutter shall be placed in sections of the length indicated on the plans, and each section shall be separated by a premolded insert or board joint of cross-section specified for the curb and gutter, and of the thickness indicated on the drawings. 025610 Page 1 of 2 Rev. 3-25-2015 After the concrete has been struck off and after it has become sufficiently set, the exposed surfaces shall be thoroughly worked with a wooden float. The exposed edges shall be rounded by the use of an edging tool to the radius indicated on the drawings. All exposed surfaces of curb and gutter, or curb, shall be brushed to a smooth and uniform surface. The completed curb and gutter shall be cured with Type 2, white pigmented curing compound unless shown otherwise on the drawings. Other methods of curing as outlined in City Standard Specification Section 038000 "Concrete Structures" will be acceptable with a required curing period of 72 hours. The area behind the curb shall be backfilled, tamped, and sloped as directed as soon as possible and no later than 48 hours after the removal of forms. Backfill shall be placed to the full height of the curb, or as otherwise specified. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, concrete curb and gutter or concrete curb will be measured by the linear foot for each type of curb, complete in place. Payment shall be full compensation for preparing the subgrade; for furnishing and placing all materials including reinforcing steel and expansion joint material; for furnishing, placing, shaping and tamping backfill; and for all manipulation, labor, tools, equipment and incidentals necessary to complete the work. 025610 Page 2 of 2 Rev. 3-25-2015 SECTION 025612 CONCRETE SIDEWALKS AND DRIVEWAYS 1. DESCRIPTION This specification shall consist of sidewalks and driveways, with or without reinforcing steel, composed of Portland cement concrete, constructed as herein specified on an approved subgrade, in conformity with the lines and grades established by the Engineer and the details shown on the drawings. 2. MATERIALS Materials and proportions used in construction under this item shall conform to the requirements as specified for Class "A" concrete under City Standard Specification Section 030020 "Portland Cement Concrete". Reinforcing steel shall conform to the requirements as specified in City Standard Specification Section 032020 "Reinforcing Steel". Expansion joint filler shall be redwood meeting the requirements specified in City Standard Specification Section 038000 "Concrete Structures". Cap seal shall be "Greenstreak" or approved equal. 3. CONSTRUCTION METHODS The subgrade shall be excavated, compacted and shaped to line, grade and cross-section and hand tamped and sprinkled with water. Subgrade under concrete sidewalks and driveways shall be compacted to not less than 95% Standard Proctor density. The subgrade shall be within 0-3% of optimum moisture content at the time the concrete is placed. Forms shall be of wood or metal, of a section satisfactory to the Engineer, straight, free from warp, and of a depth equal to the thickness of the finished work. They shall be securely staked to line and grade and maintained in a true position during the depositing of concrete. The reinforcing steel shall be placed in position as shown on the drawings. Care shall be exercised to keep all reinforcing steel in its proper location. Driveways shall incorporate the gutter in a unified concrete placement as shown in the City Standard Detail for driveways. Sidewalks shall be constructed in sections of the lengths shown on drawings. Unless otherwise provided by the drawings, no section shall be of a length less than 8 feet, and any section less than 8 feet shall be removed by the Contractor at his own expense. 025612 Page 1 of 2 Rev 3-25-2015 The different sections shall be separated by a premolded insert or board joint of the thickness shown on the drawings, placed vertically and at right angles to the longitudinal axis of the sidewalks. Where the sidewalk or driveways abut a curb or retaining wall, approved expansion joint material shall be placed along their entire length. Similar expansion joint material shall be placed around all obstructions protruding through sidewalks or driveways. Concrete shall be mixed in a manner satisfactory to the Engineer, placed in the forms to the depth specified and spaded and tamped until thoroughly compacted and mortar entirely covers the surface. The top surface shall be floated with a wooden float to a gritty texture. The outer edges and joints shall then be rounded with approved tools to the radii shown on drawings. 5 -foot wide sidewalks shall be marked into separate sections, each 5 feet in length, by the use of approved jointing tools. For other widths of sidewalk, joints to be spaced longitudinally to match the transverse width. When completed, the sidewalks and driveways shall be cured with Type 2, white pigmented curing compound. Other methods of curing as outlined in City Standard Specification Section 038000 "Concrete Structures" will be acceptable with a required curing period of 72 hours. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, concrete sidewalks and driveways shall be measured by the square foot of surface area of completed sidewalks, driveways, or sidewalks and driveways, as indicated on the drawings. Payment shall be full compensation for preparing and compacting the subgrade; for furnishing and placing all materials including concrete, reinforcing steel and expansion joint material; and for all manipulation, labor, tools, equipment and incidentals necessary to complete the work. 025612 Page 2 of 2 Rev 3-25-2015 SECTION 025614 CONCRETE CURB RAMPS 1. DESCRIPTION This specification shall govern all work necessary for constructing Concrete Curb Ramps required to complete the project. 2. MATERIALS Concrete shall be Class "A" in accordance with Section 030020 "Portland Cement Concrete" of the City Standard Specifications. Reinforcement shall be 4x4 - W2.9xW2.9 welded wire fabric or #4 steel reinforcing bars spaced at 12 inches each way in accordance with Section 032020 "Reinforcing Steel" of the City Standard Specifications. 3. CONSTRUCTION METHODS The subgrade shall be shaped to line, grade and cross-section, and shall be of uniform density and moisture when concrete is placed. The subgrade shall be hand tamped and sprinkled with water to achieve the desired consistency and uniform support. Subgrade compaction shall not be less than 95% Standard Proctor density. Ramps shall be constructed of Class "A" concrete to line and section as shown on the plans. Unless shown otherwise on the drawings, ramps shall have a minimum concrete thickness in excess of 5 inches, prior to application of the detectable warning surfacing. Slopes, S, shall be as follows, unless shown otherwise on the drawings: RAMPS Ramp in direction of travel S < 1:12 Side slope of ramp (flare) S < 1:10 Cross slope 1:100 < S < 1:50 ADJOINING AREAS Landings adjacent to ramp S < 1:20 Driveways abutting tied sidewalks .. S < 1:10 Width of ramp shall be 60 inches (minimum), exclusive of flare, unless specifically shown otherwise on the drawings. No ramp shall be less than 36 inches wide under any circumstances. Obstructions 025614 Page 1 of 2 Rev 3-25-2015 shall be removed or relocated, as appropriate, or the location of the ramp may be shifted, if authorized. Detectable warning surface shall be polymer composite material detectable warning panels as shown on the drawings. Surfacing shall be flush with abutting areas and placed using a template as required to achieve an esthetic well-defined edge. Surfacing shall be subsidiary work and will not be measured for separate pay. Pavement markings for street crossings shall be placed such that the crosswalk is properly aligned with respect to the curb ramp. See striping details for proper alignment of pavement markings with respect to intersection and curb ramp. Properly constructed curb ramp shall be true to line, section and grade, and shall be free of loose material and irregularities. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, concrete curb ramps shall be measured by the horizontal square foot of ramp surface area, including side flares when used. Adjoining curbs, gutters, sidewalks, and driveways will be excluded from said measurement. Payment shall include, but not be limited to, subgrade preparation, formwork, concrete, rebar, detectable warning surfaces, borders, molding and curing required to complete the curb ramp, and shall be full compensation for all labor, materials, equipment and incidentals required to complete the work. 025614 Page 2 of 2 Rev 3-25-2015 SECTION 025680 COLORED CONCRETE PAVEMENT FOR CYCLE TRACKS 1. GENERAL 1.1 SUMMARY A. Section Includes: 1. Integrally colored concrete pavement 2. Stamped concrete pavement 1.2 SUBMITTALS A. Submit according to Division 01 General Requirements. B. Product Data: For each product indicated. C. Mix Designs: For each type of integrally -colored concrete mix required. D. Samples for Initial Selection: Manufacturer's color charts. E. Sample Panels: 9 by 9 feet by 4 -inch -thick to demonstrate finish, color, and texture of integrally colored concrete pavement. F. Qualification Data: For Installer and manufacturer specified in Quality Assurance Article, including names and addresses of completed projects, architects, and owners. G. Material Test Reports: From testing agency indicating compliance of concrete materials, reinforcing materials, admixtures, and similar items with requirements. 1.3 QUALITY ASSURANCE A. Installer Qualifications: Trained or approved by Manufacturer of decorative concrete systems. B. Manufacturer's Qualifications: Three years' experience manufacturing products required. C. Testing Agency Qualifications: An independent agency qualified according to ASTM C 1077. D. Source Limitations: Obtain products from same source throughoutProject. E. Field Samples: Locate at site and obtain approval before start of final work. Field samples shall be minimum 4 by 4 feet by full thickness. 1. Demonstrate range of finishes and workmanship, including curing procedures. 2. Approved field samples set quality standards for comparison with remaining work. 3. Approved field samples may become part of the completed Work if undisturbed at completion of Project. 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver materials in original packaging with labels intact. B. Store in clean, dry and protected location, accordingto manufacturer's requirements. 1.5 PROJECT CONDITIONS A. Environmental Requirements: Comply with requirements of Standard Specification 025680 Page 1 of 4 Rev. 10-6-2016 Section 030020 "Portland Cement Concrete" and Standard Specification Section 038000 "Concrete Structures". 2. PRODUCTS 2.1 FORMS A. Comply with requirements of Standard Specification Section 038000 "Concrete Structures". 2.2 STEEL REINFORCEMENT A. Comply with requirements of Standard Specification Section 032020 "Reinforcing Steel". 2.3 COLOR MATERIALS A. Integral Concrete Colorant: ASTM C 979, factory -measured powdered mix in self - dissolving packaging, consisting of non -fading finely -ground synthetic mineral -oxide coloring pigments and water reducing wetting agent. 1. Product: Butterfield Color® Uni-Mix® Integral Colorant. 2. Color: Clary Sage (U51) 2.4 IMPRINTING TOOLS A. Stamp Mats: Semi-rigid polyurethane mats with projected texture and ridged underside capable of imprinting texture and joint patterns to plastic concrete. 1. Manufacturer: Butterfield Color®. 2. Pattern: Pennsylvania Avenue Soldier Course (8" width) 2.5 ADMIXTURES A. Comply with requirements of Standard Specification Section 030020 "Portland Cement Concrete" and Standard Specification Section 038000 "Concrete Structures". B. Do not use calcium chloride or admixtures containing calcium chloride. 2.6 RELATED MATERIALS A. Comply with requirements of Standard Specification Section 030020 "Portland Cement Concrete" and Standard Specification Section 038000 "Concrete Structures", and City of Corpus Christi standard details for expansion joint filler, bonding agents, etc. B. Bonding Agent: ASTM C 1059, Type It 2.7 INTEGRAL CONCRETE MIXES A. Comply with Standard Specification Section 030020 "Portland Cement Concrete" for Class "A" concrete and as follows: 1. Portland Cement Content: Five sacks of cement per cubic yard. 025680 Page 2 of 4 Rev. 10-6-2016 a. Note: If additional cement is required for higher strength concrete applications, an adjustment in the amount of integral colorant is needed to achieve color consistency. Contact manufacturer for instructions. 2. Maximum Slump: 5 inches. B. Add integral concrete colorant according to manufacturer's instructions C. Maintain mix characteristics for all concrete required to have matching finish. 3. EXECUTION 3.1 EXAMINATION A. Examine subgrade and sub base for compliance with requirements. B. Do not proceed with integrally colored concrete pavement until unacceptable conditions are corrected. 3.2 FORMWORK AND STEEL REINFORCEMENT A. Comply with requirements of Standard Specification Section 038000 "Concrete Structures". 3.3 CONCRETE PLACEMENT A. Comply with requirements of Standard Specification Section 032020 "Reinforcing Steel" and Section 038000 "Concrete Structures". B. Do not add water once placing has begun. Do not retemper concrete that has started to set. 3.4 FINISHING A. After final floating, apply a broom finish perpendicular to direction oftraffic. 3.5 STAMPING A. Stamp concrete surfaces according to manufacturer's instructions. B. Mat Stamping: While concrete is plastic, accurately align stamp mats in sequence and uniformly press into concrete to produce imprint pattern, texture, and depth of imprint, according to manufacturer's instructions. Remove stamps from concrete immediately. 1. Stamp edges and surfaces unable to be imprinted with stamp mat with flexible stamping mats. 3.6 JOINTS A. Comply with requirements of Standard Specification Section 038000 "Concrete Structures" and details shown on the drawings. 3.7 CURING AND SEALING A. Protect integrally colored concrete pavement from prematurely drying and excessive cold or hot temperatures. 025680 Page 3 of 4 Rev. 10-6-2016 B. Cure integrally colored concrete pavement according to manufacturer's instructions. C. Curing and Sealing Compound: Apply uniformly in continuous operation by sprayer or short nap roller according to manufacturer's instructions. After initial application is dry and tack free, apply a second coat. 1. Do not over apply or apply in a single heavy coat. 3.8 REPAIRS AND PROTECTION A. Repair damaged integrally colored concrete pavement according to manufacturer's instructions. B. Clean spillage and soiling from adjacent construction according to manufacturer's instructions. C. Protect integrally colored concrete pavement from damage or deterioration until date of Substantial Completion. 3.9 FIELD QUALITY CONTROL A. Comply with requirements of Standard Specification Section 038000 "Concrete Structures". 4. MEASUREMENT AND PAYMENT 4.1 Unless otherwise specified on the Bid Form, integrally colored concrete pavement for cycle tracks shall be measured by the square foot of surface area of completed cycle tracks as indicated on the drawings. 4.2 Unless otherwise specified on the Bid Form, the stamped concrete strip (8" width) shall be measured by the linear foot of completed stamped concrete strip as indicated on the drawings. Payment shall be full compensation for preparing and compacting the subgrade; for furnishing and placing all materials including concrete, reinforcing steel and expansion joint material; and for all manipulation, labor, tools, equipment and incidentals necessary to complete the work. 025680 Page 4 of 4 Rev. 10-6-2016 SECTION 025802 TEMPORARY TRAFFIC CONTROLS DURING CONSTRUCTION 1. DESCRIPTION This specification shall govern all work required for Temporary Traffic Controls during construction. The work shall include furnishing, installing, moving, replacing, and maintaining all temporary traffic controls including, but not limited to, barricades, signs, barriers, cones, lights, signals, temporary detours, temporary striping and markers, flagger, temporary drainage pipes and structures, blue business signs, and such temporary devices as necessary to safely complete the proj ect. 2. MATERIALS Traffic control devices shall conform to the latest edition of the "Texas Manual on Uniform Traffic Control Devices", unless indicated otherwise on the Traffic Control Plan. 3. METHODS Sufficient traffic control measures shall be used to assure a safe condition and to provide a minimum of inconvenience to motorists and pedestrians. If the Traffic Control Plan (TCP) is included in the drawings, any changes to the TCP by the Contractor shall be prepared by a Texas licensed professional engineer and submitted to the City Traffic Engineer for approval, prior to construction. If the TCP is not included in the drawings, the Contractor shall provide the TCP prepared by a Texas licensed professional engineer and submit the TCP to the City Traffic Engineer for approval, prior to construction. The Contractor is responsible for implementing and maintaining the traffic control plan and will be responsible for furnishing all traffic control devices, temporary signage and ATSSA certified flaggers. The construction methods shall be conducted to provide the least possible interference to traffic so as to permit the continuous movement of traffic in all allowable directions at all times. The Contractor shall cleanup and remove from the work area all loose material resulting from construction operations at the end of each workday. All signs, barricades, and pavement markings shall conform to the BC standard sheets, TCP sheets and the latest version of the "Texas Manual on Uniform Traffic Control Devices". The Contractor may be required to furnish additional barricades, signs, and warning lights to maintain traffic and promote motorists safety. Any such additional signs and barricades will be considered subsidiary to the pay item for traffic control. All signs, barricades, and posts will be either new or freshly painted. The contractor and any traffic control subcontractor must be ATSSA certified for Traffic Control. 025802 Page 1 of 3 Rev. 10-30-2014 A competent person, responsible for implementation of the TCP and for traffic safety, shall be designated by the Contractor. The name and off -hours phone number of the competent person shall be provided in writing at the Pre -Construction Conference. The competent person shall be on site, during working hours and on call at all times in the event of off -hour emergency. The contractor must provide temporary blue sign boards that direct traffic to businesses and driveways during each phase of construction — see example below. The sign boards may be either skid mounted or barrel mounted. The City will assist the contractor in determining which businesses and driveways will receive signage during various construction phases. The provision, installation, and removal of signage will be considered to be subsidiary to the contract items provided for "Traffic Control." Example Blue Sign 24" ANDARN GARDEN 4. MEASUREMENT AND PAYMENT tow Unless otherwise specified on the Bid Form, temporary traffic controls during construction shall be measured as a lump sum. Payment shall include, but not be limited to, furnishing, installing, moving, replacing and maintaining all temporary traffic controls including, but not limited to, barricades, signs, barriers, cones, lights, signals, temporary striping and markers, flaggers, removable and non -removable work zone pavements markings and signage, channelizing devices, temporary detours, temporary flexible -reflective roadway marker tabs, temporary traffic markers, temporary drainage pipes and structures, blue business signs, and such temporary devices and relocation of existing signs and devices. Payment shall be full compensation for all labor, equipment, materials, personnel, and incidentals necessary to provide a safe condition during 025802 Page 2 of 3 Rev. 10-30-2014 construction of all phases and elements of the project and to complete the work. Payment will be made on the following basis: The initial monthly estimate will include 50% of the lump sum bid amount minus retention (typically 5%). The balance will be paid with the final estimate, upon completion of the project. 025802 Page 3of3 Rev. 10-30-2014 SECTION 025805 WORK ZONE PAVEMENT MARKINGS 1 SCOPE. This specification covers the placement, maintenance and removal of work zone pavement markings, which are temporary pavement markings to be placed on roadways that are open to traffic during various work phases, as required to complete the project. 2. GENERAL REQUIREMENTS. The pavement marking material shall consist of an adhesive -backed reflective tape that can be applied to the pavement, Markings are to be 3M Staymark or approved equal. Markings shall be of good appearance, have straight, unbroken edges and have a color that complies with all FHWA regulations. 3. DIMENSIONS. Pavement markings shall be minimum of 3-7/8 inches wide. Lengths and spacing will be as specified. 4. COLOR. The markings, as well as retroreflected light from the markings, shall be white or yellow as called for on the drawings. 5. VISIBILITY. When in place, the pavement markings (during daylight hours) shall be distinctively visible for a minimum of 300 feet. When in place, the pavement markings (when illuminated by automobile low -beam headlights at night) shall be distinctively visible for a minimum of 160 feet. The above day and night visibility requirements shall be met when viewed from an automobile traveling on the roadway. 6. PLACEMENTS AND MAINTENANCE. At sunrise and sunset of each day and before each phase change, work zone pavement markings meeting all specification requirements shall be in place on all roadways on which traffic is allowed and where suitable permanent pavement markings are not in place. The transverse location of the line(s) formed by the markings shall be as determined by the Engineer. Unless otherwise shown on the drawings, work zone markings shall be placed as follows: Condition Spacing Length of Stripe Straight 80 feet (approximate) 24 inches Curve < 2° 80 feet (maximum) 24 inches Curve > 2 40 feet (maximum) 24 inches The spacing of stripes may be modified by the Engineer. However, the maximum spacing specified above shall not be exceeded in any case. 025805 Page 1 of 2 Rev. 10-30-2014 The Contractor will be responsible for maintaining the work zone pavement markings for a maximum period of two weeks. If, however, the Contractor is also responsible for placing the standard pavement markings, the Contractor will be responsible for maintaining the work zone pavement markings until permanent pavement markings are in place. 7 REMOVAL. Where removal is required, it will be accomplished in accordance with instructions of the Engineer or as called for on the drawings. 8. MEASUREMENT AND PAYMENT. Unless otherwise specified on the Bid Form, work zone pavement markings shall not be measured and paid for separately, but shall be considered subsidiary to the appropriate bid item. 025805 Page 2 of 2 Rev. 10-30-2014 SECTION 025807 PAVEMENT MARKINGS (PAINT AND THERMOPLASTIC) 1. DESCRIPTION This item shall consist of markings and stripes on the surface of the roadways or parking facilities applied in accordance with this specification and at the locations shown on the drawings or as directed by the Engineer. 2. MATERIALS Type I Pavement Marking Materials shall be in accordance with TxDOT Departmental Material Specification DMS -8220 "Hot Applied Thermoplastic". All roadway markings shall be thermoplastic. Type II Pavement Marking Materials shall be in accordance with TxDOT Departmental Material Specification DMS -8200 "Traffic Paint" and are not to be used for roadway markings except as primer/sealer for Type 1 markings. Type II Pavement Markings shall be allowed for parking facilities if called for in the plans. Glass Traffic Beads shall be drop -on glass beads conforming to TxDOT Departmental Material Specification DMS -8290 "Glass Traffic Beads". 3. CONSTRUCTION METHODS 3.1 Weather Limitations - Pavement marking shall be performed only when the existing surface is dry and clean, when the atmospheric temperature is above 40°F., and when the weather is not excessively windy, dusty, or foggy. The suitability of the weather will be determined by the Engineer. 3.2 Equipment - All equipment for the work shall be approved by the Engineer and shall include the apparatus necessary to properly clean the existing surface, and mechanical marking machine, and such auxiliary hand painting equipment as may be necessary to satisfactorily complete the job. The mechanical marker shall be an approved atomizing spray -type marking machine suitable for application of pavement markings. It shall produce an even and uniform film thickness at the required coverage and shall be designed so as to apply markings of uniform cross-sections and clear -out edges without running of spattering and within the limits for straightness set forth herein. 025807 Page 1 of 3 Rev. 10-30-2014 Suitable adjustments shall be provided on the sprayer(s) of a single machine or by furnishing additional equipment for marking the width required. 3.3 Preparation of Existing Surface - Immediately before application of the paint or thermoplastic, the existing surface shall be dry and entirely free from old pavement markings and markers, dirt, grease, oil, acids, laitance, or other foreign matter which could reduce the bond between the marking and the pavement. The surface shall be thoroughly cleaned by sweeping and blowing as required to remove all dirt, laitance and loose materials. Areas that cannot be satisfactorily cleaned by brooming and blowing shall be scrubbed as directed with a water solution of trisodium phosphate (10% Na3PO4 by weight) or an approved equal solution. After scrubbing, the solution shall be rinsed off and the surface dried prior to marking. 3.4 Layouts and Alignments - Suitable layouts and lines of proposed stripes shall be spotted in advance of the marking application. Control points shall be spaced at such intervals as will insure accurate location of all markings. The Contractor shall provide an experienced technician to supervise the location, alignment, layout, dimensions, and application of the markings. At least 72 hours prior to applying the permanent pavement markings, the Contractor shall notify the Engineer and City Construction Inspector to obtain City approval for the location, alignment and layout of the pavement markings. 3.5 Application - Markings shall be applied at the locations and to the dimensions and spacing indicated on the plans or as specified. Markings shall not be applied until the layouts, indicated alignment, and the condition of the existing surface have been approved by the Engineer. In the application of straight stripes, any deviation of the edges exceeding 1/2 inch in 50 feet shall be obliterated and the marking corrected. The width of the markings shall be as designated within a tolerance of 5%. All markings shall be performed to the satisfaction of the Engineer. Paint shall be applied uniformly by suitable equipment at a rate of not less than 105 or more than 115 square feet per gallon. The Contractor shall furnish a certified report on the quality of materials ordered for the work. This report shall not be interpreted as a basis for final acceptance. The Engineer shall be notified upon arrival of shipment for inspecting and sampling of the materials. When required, all emptied containers shall be returned to the paint material storage or made available for tallying by the Engineer. The containers shall 025807 Page 2 of 3 Rev. 10-30-2014 not be removed from the job site or destroyed without permission. The Contractor shall make an accurate accounting of the paint materials used in the accepted work. 3.6 Protection - After application, all markings shall be protected while drying. The fresh markings shall be protected from damage of any kind. The Contractor shall be directly responsible for protecting the markings and shall erect or place suitable warning signs, flags or barricades, protective screens or coverings as required. All surfaces shall be protected from disfiguration by spatter, splashes, spillage, drippings of paint or other materials. 3.7 Defective Workmanship or Material - When any material not conforming to the requirements of the specifications or drawings has been delivered to the project or incorporated in the work, or any work performed is of inferior quality, such material or work shall be corrected as directed by the Engineer, at the expense of the Contractor. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, pavement markings shall be measured by the square foot or linear foot of each type of marking. Eliminating existing pavement markings and markers will not be measured and paid for separately, but shall be subsidiary to the pavement marking items. Payment shall be full compensation for furnishing all materials and for eliminating existing pavement markings and markers, for all preparation, layout and application of the materials, and for all labor, equipment, tools and incidentals necessary to complete the work. 025807 Page 3of3 Rev. 10-30-2014 SECTION 025813 PREFORMED THERMOPLASTIC STRIPING, WORDS AND EMBLEMS 1. DESCRIPTION This specification shall govern all work for furnishing and installing preformed thermoplastic striping, words and emblems required to complete the project. 2. PRE -CONSTRUCTION CONFERENCE When required by the Engineer, prior to beginning work on the markings but after receipt by the Engineer of the required information, a conference will be held between the representatives of the Contractor and the Engineer to set up more completely the sequence of work to be followed and the estimated progress schedule. 3. MATERIALS The preformed pavement marking material shall be thermoplastic material meeting the specifications of TxDOT Departmental Material Specification DMS -8220 "Hot Applied Thermoplastic," and shall be approved by the Engineer for use on this project. 4. CONSTRUCTION (1) General. The Contractor shall furnish all materials and equipment and perform work or services necessary for complete and proper construction of the completed system of pavement markings. (2) Traffic Conditions. Roadways on which markings are to be placed may be either free of traffic or open to traffic. On roadways already open to traffic, markings shall be placed under existing traffic conditions. (3) Dimensions. Markings will be in accordance with the color, length, width, shape, configuration and location requirements of the plans and as directed by the Engineer. (4) Methods. All material placement shall be in accordance with TxDOT Standard Specification Item 668 "Prefabricated Pavement Markings" and City Section 025807 "Pavement Markings (Paint and Thermoplastic)." (5) Surface Preparation. The pavement upon which the markings are to be placed shall be cleaned and prepared, to the satisfaction of the Engineer, prior to placement of the markings Cleaning shall be by any effective method, approved by the Engineer that completely and effectively removes contaminants, loose materials, and conditions deleterious to proper adhesion. Surfaces shall be further prepared after cleaning by sealing or priming, as recommended by the manufacturer of the pavement marking material. 025813 Page 1 of 3 Rev 3-25-2015 (6) Moisture. Pavement to which the material is to be applied shall be completely dry. When questionable, pavements will be considered dry if, on a sunny day after observation for 15 minutes, no condensation occurs on the underside of a one (1) square foot piece of clear plastic that has been placed on the pavement and weighted down on the edges. (7) (8) Temperature. Pavement and ambient air temperature requirements recommended by the material manufacturer shall be observed. If no temperature requirements are established by the materials manufacturer, material will not be placed if the pavement temperature is below 60 degrees F or if it is above 120 degrees F. Clean -Up. At all times, the project site shall be kept free of all unnecessary traffic hazards. Upon completion of the work, the Contractor shall remove all rubbish from the work site, and shall clean and restore the area to a manner acceptable to the Engineer. Also, all damage done by the Contractor during the prosecution of the work must be repaired. Before acceptance, the work site must be neat and in a presentable condition throughout. No extra compensation will be allowed for fulfilling these clean-up requirements. 5. PERFORMANCE (1) Adhesion. Installed pavement markings shall adhere to the pavement sufficiently to prevent lifting, shifting, smearing, spreading, flowing or tearing by traffic. (2) Appearance. In addition to complying with all requirements listed herein, pavement markings shall present a neat, uniform appearance, and shall be free of unsightly conditions. Markings shall be free of ragged edges, misshapen lines or contours, and splices in transverse markings. (3) Visibility. The pavement marking material, in place on the roadway, shall have uniform and distinctive retro -reflectance when observed in accordance with TxDOT Test Method Tex - 828 -B. (4) Observation Period. All material, workmanship and labor furnished shall be covered by manufacturer's guarantee and/or warranty for a period of 12 months commencing on the final delivery date of the materials. Pavement markings that fail to meet all requirements of this specification shall be removed and replaced at the expense of the Contractor within 30 working days following notification by the Engineer of such failure. All replacement pavement markings shall also meet all requirements of this specification for the same warranty period after installation. 025813 Page 2 of 3 Rev 3-25-2015 6. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, preformed striping, words and emblems shall be measured by each type and color indicated on the Bid Form including preformed arrows and words or other symbols as indicated in the Bid Form. Payment shall be full compensation for cleaning the pavement by any suitable means other than blast cleaning, for furnishing and placing all materials, and for all labor, tools, equipment and incidentals necessary to complete the work. 025813 Page 3 of 3 Rev 3-25-2015 SECTION 025816 RAISED PAVEMENT MARKERS 1. DESCRIPTION This specification shall govern all work required for furnishing and installing Raised Pavement Markers required to complete the project. 2. MATERIALS RAISED PAVEMENT MARKERS shall conform to Reference Specification Section 025818 "Pavement Markers (Reflectorized)" (TxDOT Departmental Material Specification 4200). Unless indicated otherwise on the drawings, raised pavement markers and traffic buttons shall be of the type to be applied to the roadway surface with a non -integral adhesive. Types of raised pavement markers shall be as follows: TYPE DESCRIPTION I -A One face shall reflect amber light and the body other than the reflective face shall be yellow. I -C One face shall reflect white light and the body other than the reflective face shall be white, silver or light gray. I -R One face shall reflect red light and the body other than the reflective face shall be white, silver or light gray, or may be one-half red on the side that reflects red light. II -A -A Shall contain two reflective faces, each of which shall reflect amber light and the body other than the reflective faces shall be yellow. II -B -B Shall contain two reflective faces, each of which shall reflect blue light and the body other than the reflective faces shall be blue. (Fire Hydrant Application.) II -C -C Shall contain two reflective faces, each of which shall reflect white light and the body other than the reflective faces shall be white, silver or light gray. 025816 Page 1 of 2 Rev. 10-30-2014 II -C-R Shall contain two reflective faces, one of which shall reflect white light and the other face shall reflect red light, and the body other than the reflective faces shall be white, silver or light gray, or may be one- half red on the side that reflects red light. ADHESIVE for securing raised pavement markers to asphalt or concrete surfaces shall conform to Reference Specification Section 025828 "Bituminous Adhesive for Pavement Markers" (TxDOT Departmental Materials Specification 6130). 3. METHODS PAVEMENT SURFACE to receive raised pavement markers shall be prepared such that the surface is free of loose material, grease, moisture, and other foreign material that could impair the bond with the adhesive. ALIGNMENT AND POSITIONING of raised pavement markers shall be such that the reflective faces are aligned for proper visibility. ADHESIVE shall be applied such that 100% of the lower surface of the marker is in contact with the adhesive and in sufficient quantity to serve as a cushion between the marker and the paved surface. Any surplus adhesive shall be removed so that the visibility of the marker is not impaired. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, raised pavement markers shall be measured as individual units for each type installed, if included as a bid item in the Bid Form. Payment shall include, but not be limited to, furnishing and installing markers complete with adhesive, and shall be full compensation for all labor, materials, tools, equipment and incidentals required to complete the work. 025816 Page 2 of 2 Rev. 10-30-2014 DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS (REFLECTORIZED) DMS - 4200 PAVEMENT MARKERS (REFLECTORIZED) EFFECTIVE DATE: JANUARY 2010 4200.1. Description. This Specification governs for the pre -qualification, testing, and field evaluation requirements for reflectorized pavement markers (RPMs). 4200.2. Units of Measurements. The values given in parentheses (if provided) are not standard and may not be exact mathematical conversions. Use each system of units separately. Combining values from the two systems may result in nonconformance with the standard. 4200.3. Material Producer List. The Materials and Pavements Section of the Construction Division (CST/M&P) maintains the Material Producer List (MPL) of all materials conforming to the requirements of this specification. Materials appearing on the MPL, entitled "Jiggle Bar Tiles, Pavement Markers, and Traffic Buttons," require no further testing, unless deemed necessary by the Project Engineer or CST/M&P. 4200.4. Bidders' and Suppliers' Requirements. Before any material is allowed for use on Department projects, it must be of manufacture and product code or designation shown on the MPL. 4200.5. Pre -Qualification Procedure. The pre -qualification procedure consists of several steps, listed below, which are described in more detail in the following subsections: • Pre -qualification request, • Laboratory testing, • Field testing, • Provisional qualification, • Project evaluations, • Full qualification, • Periodic evaluation, • Disqualification, and • Re -Qualification. CST/M&P will provide notification at the completion of each step and will require confirmation from the supplier's contact person before proceeding to the next step. Costs of sampling and testing are normally borne by the Department; however, the costs to sample, test, and conduct field evaluations for materials failing to conform to the requirements of this specification are borne by the supplier. This cost will be assessed at the rate established by the Director of CST/M&P and in effect at the time of testing and will be billed directly to the Contractor or supplier. TEXAS DEPARTMENT OF TRANSPORTATION 1 - 7 EFFECTIVE DATE: JANUARY 2010 DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS (REFLECTORIZED) A. Pre -Qualification Request. Prospective suppliers interested in submitting their product for evaluation must submit a written request to the Texas Department of Transportation, Construction Division, Materials & Pavements Section (CP51), 125 East 11 th Street, Austin, TX 78701-2483. Include the following items with the request: • Name and contact information, including email address for the person who will be the primary contact during the qualification process; • Laboratory test results, from the manufacturer's lab or an independent test laboratory, showing actual test results that meet the requirements of ASTM D 4280; • Product data sheets; • List of locations and applications dates where the product is being evaluated or is in current use; and • Test results from the National Transportation Product Evaluation Program (NTPEP), if available. B. Laboratory Testing. Provide CST/M&P with 350 RPMs of each color and type for laboratory and field testing. Submit materials for laboratory testing and field evaluations at no cost to the Department. CST/M&P will acknowledge receipt of materials and specify a tentative completion date for laboratory testing. CST/M&P will test RPMs in accordance with Article 4200.6 and will send notification of results once laboratory testing is complete. If laboratory testing conducted by TxDOT or by NTPEP shows RPMs do not meet the requirements of this specification, evaluation will cease, and RPMs will not be qualified. Suppliers may resubmit materials for qualification after providing documentation identifying the cause and corrective action taken. C. Field Testing. Upon satisfactory completion of laboratory testing, CST/M&P will specify the location of one or more roadways selected for the 12 -month field test and suggested application dates. The roadways will include: • a concrete surface, • a hot -mix asphalt surface, and • a Grade 3 sealcoat. The concrete and asphalt roadways will be full -access controlled freeways with a minimum average daily traffic (ADT) count of 35,000 vehicles, a minimum of 20% average daily truck traffic volume, and a minimum posted speed limit of 65 mph. The Grade 3 road test will be conducted on a four -lane divided highway with a minimum ADT count of 4,000 vehicles per lane, a minimum of 20% average daily truck traffic volume, and a minimum posted speed limit of 50 mph. Providing NTPEP test results meeting the requirements of this specification may replace the concrete and hot -mix asphalt field tests on a deck for deck basis. If TxDOT or NTPEP field testing shows RPMs do not meet the requirements of this specification, evaluation will cease, and RPMs will not be qualified. Suppliers may TEXAS DEPARTMENT OF TRANSPORTATION 2 — 7 EFFECTIVE DATE: JANUARY 2010 DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS (REFLECTORIZED) resubmit materials for qualification after providing documentation identifying the cause and corrective action taken. 1. NTPEP Testing. Submit NTPEP test data to CST/M&P for review if available. CST/M&P will acknowledge receipt of NTPEP data and will provide results of review within one month of receipt. The 12 -month NTPEP test results for the pre -qualification of RPMs must meet the following: • all the requirements specified in ASTM D 4280 for the tests performed by NTPEP; • a retention rate equal or greater than 90 % of the placed RPMs (excluding the RPMs removed for testing); • a visual evaluation of 3 or greater, as defined by the most recent NTPEP Project Work Plan for Field Evaluations of Raised Pavement Markers and Marker Adhesives, for the marker case and marker lens for a minimum of 90 % of the placed RPMs (excluding the RPMs removed for testing); and • the minimum retroreflectivity values required after 12 months on the roadway listed in Table 1. 2. Application. Provide the name of the contractor, the traffic control plan, and the manufacturer and product code for the adhesive at least two weeks prior to the application for CST/M&P review and approval. CST/M&P will confirm the date and location of the field evaluation installation and resolve any problems as necessary. CST/M&P will provide between fifty and one hundred RPMs of each submitted type for application from the samples submitted for laboratory testing. Testing of submitted markers occurs concurrently with a set of control RPMs, for compliance with the requirements of this specification. Control markers are those RPMs currently listed on the MPL; if the MPL is reorganized and no marker exists to act as a control, an RPM that has undergone the most recent NTPEP testing on both asphalt and concrete will be used. Supplier is responsible for application of the RPMs in the presence of CST/M&P. Application must meet all Department specifications for RPM application and traffic control as well as the manufacturer's recommendations. Notify CST/M&P of any problems or concerns with the installation within one week of application and request a re -installation, if necessary. 3. Evaluation. CST/M&P will notify supplier of a suggested date for field testing evaluation at least one month prior to completion of the 12 -month field trial. Provide the name of the contractor and traffic control plan for the evaluation at least 2 weeks prior to the scheduled evaluation date. Materials must meet the following requirements: a. Retention Rate. The retention rate of the test RPMs must be no less than 5% below that of the control RPMs. TEXAS DEPARTMENT OF TRANSPORTATION 3 — 7 EFFECTIVE DATE: JANUARY 2010 DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS (REFLECTORIZED) b. Body Damage. The test RPMs must not exhibit discoloration or body damage exceeding that of the control RPMs. They must not exhibit a repetitive form of damage or mode of failure (indicative of a design flaw) in a large percentage of the test RPMs. Body damage will be visually assessed according to NTPEP criteria. c. Functionality. Four RPMs placed at 80 foot spacing or eight RPMs placed at 40 foot spacing must be functional when viewed at night from a vehicle using the low beam headlight setting. They must be functional when viewed at a minimum distance of approximately 400 ft. in the daytime. A functional marker is both visible and conspicuous. d. Retroreflectivity. CST/M&P will remove twenty test RPMs from the pavement to undergo laboratory testing for retroreflectivity in accordance with Tex -842-B. Fifteen of the twenty RPMs pulled must pass the minimum reflective values shown in Table 1 (measured at 0.2° observation angle and 0° horizontal entrance angle). Table 1 Minimum Retroreflectivity (cd/fc) After 12 Months on the Roadway Face 12 Mo. Crystal 1.0 Amber 0.7 Red 0.2 D. Provisional Qualification. CST/M&P will grant provisional qualification after successful completion of the laboratory and field evaluations including NTPEP testing, when applicable. CST/M&P will send notification of provisional qualification, including the date of placement on the MPL, within one month after completion of the field evaluations. Failure to complete all project evaluation requirements successfully is grounds for cancellation of provisional qualification. E. Project Evaluation. Once the material is provisionally qualified and listed on the MPL, provide CST/M&P with project information for the first three jobs supplied with the RPMs and additional projects if requested. RPMs must meet the same performance criteria as for the field evaluation to receive full qualification. CST/M&P will return the project evaluation results after the 12 -month evaluation of each project. 1. Full Qualification. CST/M&P will grant full pre -qualification and continue to list materials meeting all requirements of this specification on the MPL. Pre -qualification requires extensive field evaluations. It is critical that no significant changes are made to the RPMs' composition, manufacturing process, or design during or after pre -qualification without notifying CST/M&P. It is also critical that the RPMs provided be uniform, with minimum variations from marker to marker. Significant changes not reported by the manufacturer or variations in product, as determined by the Director of CST/M&P, may be cause for removal from the MPL. TEXAS DEPARTMENT OF TRANSPORTATION 4 —7 EFFECTIVE DATE: JANUARY 2010 DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS (REFLECTORIZED) 2. Failure. CST/M&P will revoke provisional qualification for RPMs that do not meet the performance criteria and will remove the RPMs from the MPL. Producers not qualified under this Specification may not furnish materials for Department projects and must show evidence of correction of all deficiencies before reconsideration for qualification. F. Periodic Evaluation. Periodic evaluation consists of random department -initiated laboratory testing, audits, and periodic required submittals or field testing. 1. Department -Initiated Laboratory Testing and Audits. The Department may conduct random sampling (per Tex -729-I) and testing on pre -qualified RPMs to identify changes in the material or nonconformity in production and to perform random audits of test reports. 2. Required Submittals or Field Testing. Every 5 years, provide NTPEP data showing continued compliance with the requirements of this specification. G. Disqualification. Causes for disqualification and removal from the MPL include, but are not limited to, the following: • material fails to meet the requirements stated in this specification; • the producer fails to report changes in the composition, manufacturing process, or design to CST/M&P; • the producer has unpaid charges for failing samples; or • qualified RPMs demonstrate repeated and large-scale performance problems in the field. H. Re -Qualification. Suppliers disqualified and removed from the MPL may submit materials for requalification after submitting documentation identifying the cause of the problem and corrective action taken. 4200.6. Material Requirements. All RPMs must meet all requirements, except for requirements specified for a specific type. A. Reflectorized Types. • Type I -A must contain one face that reflects amber light. The body, other than the reflective face, must be yellow. • Type I -C must contain one face that reflects white light. The body, other than the reflective face, must be white or silver -white. • Type I -R must contain one face that reflects red light. The body, other than the reflective face, must be white or silver -white. • Type II -A -A must contain two reflective faces oriented 180° to each other, each of which must reflect amber light. The body, other than the reflective faces, must be yellow. TEXAS DEPARTMENT OF TRANSPORTATION 5-7 EFFECTIVE DATE: JANUARY 2010 DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS (REFLECTORIZED) • Type II -C-R must contain two reflective faces oriented 180° to each other, one of which must reflect white light and one of which must reflect red light. The body, other than the reflective faces, must be white or silver -white. B. Appearance Requirements. The outer surface of the RPMs must be smooth except for the molding or stamping of the manufacturer's unique imprint. All corners and edges exposed to traffic must be rounded. C. Optical Requirements. The RPMs must be capable of providing amber, red, or white light reflection as required by the requisition or plans. The reflected light of each reflective face must conform to the minimum reflective specific intensity (SI) requirements listed in Table 2, measured in candelas per foot-candle (cd/fc). Table 2 Minimum SI per Reflective Face at 0.2° Observation Angle (cd/fc) Horizontal Entrance Angle Crystal Amber Red 0° 3.00 2.00 0.75 20° 1.50 1.00 0.30 D. Physical Requirements. When tested in accordance with Tex -434-A, the minimum strength of five markers must be 2,000 lb. with none exhibiting a deformation of more than 0.125 in. before achieving the minimum strength. A random sample of five markers will be tested in accordance with Tex -434-A. The average compression results must have a quality index value equal to or greater than 1.23. The quality index value will be calculated from the lower specification limit of 2,000 lb. load. The following equation is used to determine the quality index value: QL=(X— LSL) ls Where: QL = quality index value X = average result from test LSL = lower specification limit s = standard deviation from test. E. Heat Resistance. The RPMs must show no subjected to the requirements of Tex -846-B marker in a vertical position. The SI of the pavement marker must not be subjected to the heat test. change in physical or optical properties when . The temperature will be 140°F with the less than 80% of its initial value after being TEXAS DEPARTMENT OF TRANSPORTATION 6 — 7 EFFECTIVE DATE: JANUARY 2010 DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS (REFLECTORIZED) F. Impact Test. The RPMs will be impact tested during the pre -qualification process. They will be impacted with a 20-1b. weight in the form of a 2 -in. solid right -circular cylinder with a flat impact face having rounded edges falling freely through a vertical guide. The RPMs will be impacted while resting on a solid, flat, steel plate that is at least 1/2 in. thick. The RPMs will be tested at increasing heights until failure occurs. Failure will occur when the lens or body cracks. The height at which failure occurs -6 in. will be the acceptance threshold for RPMs supplied after pre -qualification. 4200.7. Archived Versions. Archived versions are available. TEXAS DEPARTMENT OF TRANSPORTATION 7 —7 EFFECTIVE DATE: JANUARY 2010 DEPARTMENTAL MATERIALS SPECIFICATION BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS DMS - 6130 BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS EFFECTIVE DATE: JANUARY 2008 6130.1. Description. This Specification establishes the requirements for bituminous type hot - melt adhesive used for the placement of pavement markers. Two types are addressed: standard bituminous marker adhesive consisting of an asphalt base with homogeneously mixed mineral filler; and flexible bituminous marker adhesive consisting of a highly polymer modified asphalt. Either adhesive must be suitable for bonding ceramic and plastic markers to hydraulic cement concrete, asphaltic concrete, and chip -sealed road surfaces and be applicable when road surface and marker temperatures are in the approximate range of 4-71°C (40-160°F). The composition of the adhesive must be such that its properties will not deteriorate when heated to and applied at temperatures up to 218°C (425°F) using either air or oil jacketed melters. 6130.2. Units of Measurements. The values given in parentheses (if provided) are not standard and may not be exact mathematical conversions. Use each system of units separately. Combining values from the two systems may result in nonconformance with the standard. 6130.3. Material Requirements. A. Adhesive Properties. The adhesive must be smooth and homogeneous, containing no visible particles, and must comply with the requirements in Table 1. Table 1 Adhesive Properties Property Material Standard Adhesive Flexible Adhesive Test Method min max min max Softening Point, °F ASTM D 36 200 200 Penetration, 100 g, 5 s, 25°C (77°F), 0 1 mm ASTM D 5 10 20 15 254 Flow, 5 hr., 70°C (158°F), mm 5 54 Heat Stability Flow, 5 hr., 70°C (158°F), mm 5 5 Viscosity, 10 rpm, 204°C (400°F), Pa -s 7.5 7.5 Flash Point, C.O.C., °F ASTM D 92 550 550 Ductility, 5 cm/min, 77°F, cm AASHTO T 51 - 15 - Flexibility, 1 in. mandrel, 90° bend, 10 s ASTM D 3111 pass 1. Exception to ASTM D 5329; heat the sample as described in ASTM D 5, Section 7.1. 2. Exception to ASTM D 5329; condition the sample as described in "Test Methods." 3. As modified in "Test Methods" 4. Maximum penetration of 30 is allowed provided the result of the flow test is less than 1 mm. TEXAS DEPARTMENT OF TRANSPORTATION 1— 3 LAST REVIEWED: SEPTEMBER 2014 DEPARTMENTAL MATERIALS SPECIFICATION BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS B. Asphalt Properties. This applies to standard bituminous adhesive only. The filler -free asphalt, obtained from the Extraction and Abson recovery process, as explained in Section 6130.4, must have the properties in Table 2. Table 2 Filler -Free Asphalt Properties Property Minimum Maximum Test Method Penetration, 100 g, 5 s, 25°C, (77 °F), 0.1 mm (in.) 25 75 ASTM D 5 Viscosity, 135°C (275°F) Pa -s (Poises) 1.2 (12) ASTM D 2171 Viscosity Ratio, 135°C (275°F) 75 2.2 ASTM D 1754 and ASTM D 2171 C. Filler Properties. This applies to standard bituminous adhesive only. The filler material, obtained using the filler separation technique described in Section 6130.4, must have the properties in Table 3. Table 3 Filler Properties Property Minimum Maximum Test Method Filler Content, wt. % 50 75 As in Section 6130.4. Filler Fineness, % passing: ASTM C 430, as modified in 45 µm (No. 325) 75 Section 6130.4. 75 µm (No. 200) 95 -- 100 -- 150 µm (No. 100) 6130.4. Test Methods. A. Heat Stability Flow. To determine the heat stability flow, place 1000 g of adhesive in a loosely -covered quart can, heat to 218°C (425°F) and maintain at this temperature 4 hours before performing the flow test. B. Extraction and Abson Recovery. Use this procedure to separate and recover the base asphalt from the adhesive. Heat the adhesive just to the point where it will easily flow. Transfer between 125 and 150 g into a 1000 -mL (1 -qt.) Erlenmeyer flask containing 400 mL (13.5 fl. oz.) of trichloroethylene with a temperature of 52-66°C (125-150°F). Stir this mixture thoroughly to dissolve the asphalt. Decant the solvent -asphalt mixture. Recover the base asphalt from solvent according to Tex -211-F, but begin with the centrifuge step; the primary distillation is not necessary. Repeat the above extraction - recovery method as necessary to obtain the desired quantity of asphalt. C. Filler Separation Technique. Use this procedure to separate the filler material from the asphalt and determine the filler content of the adhesive. Weigh 10.00 ± 0.01 g of solid adhesive, broken into small pieces, into a centrifuge flask with approximately 100 mL (3.5 fl. oz.) volume such as that specified in ASTM D 1796. Add 50 mL (1.7 fl. oz.) of trichloroethylene to the adhesive. Swirl or stir the mixture with a fine rod, taking care not TEXAS DEPARTMENT OF TRANSPORTATION 2 — 3 LAST REVIEWED: SEPTEMBER 2014 DEPARTMENTAL MATERIALS SPECIFICATION BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS to lose any solids. Place the sample flask in a balanced centrifuge and spin using a minimum relative centrifugal force of 150 (as determined in ASTM D 1796, Section 6.) Remove the sample flask and decant the solvent, taking care not to lose any solids. Repeatedly add more solvent, centrifuge, and decant until the solvent becomes clear and the filler appears free of asphalt. Dry the recovered filler at 71 ± 3°C (160 ± 5°F) to remove solvent. Weigh the dried filler. Filter the decanted solvent through a filter paper with a 20-25 gm retention factor to verify there is no loss of filler. Calculate the filler content as a percentage of the original sample weight. D. Filler Fineness. Use this procedure to determine the filler fineness. Use the same apparatus as described in ASTM C 430, except also use 75µm (No. 200) and 150 gm (No. 100) sieves. Prepare a water solution containing 1 wt. percent of a nonionic, water- soluble surfactant, such as Triton X-100, beforehand. Thoroughly wet the 1 g dry sample in the surfactant solution and allow it to soak for 30 min. Transfer the filler completely into the 45 gm (No. 325) sieve cup. Wash the sample with the water spray, as described in ASTM C 430, Section 5, for 2 min , adding surfactant solution as needed to disperse any clumped particles. Dry and weigh the sample and perform calculations as directed in ASTM C 430. Repeat the procedure using the other two sieve sizes. 6130.5. Acceptance. Bituminous adhesives are pre -qualified in accordance with Tex -538-C. Consult "Bituminous Marker Adhesive" for a list of materials currently pre -qualified under this procedure. 6130.6. Packaging and Labeling. Package the adhesive in self -releasing cardboard containers with essentially flat and parallel top and bottom surfaces such that the packages will stack properly. Each package must have a net weight of either 23 or 27 kg (50 or 601b.) and must weigh within 1 kg (21b.) of the stated quantity. Self -releasing cardboard dividers, which will separate each package into sections weighing no more than 7 kg (151b.) each, must be part of the packaging. Each package must display: • the manufacturer's name, • net weight, • lot or batch number, and • a product name that clearly identifies the material as either standard or flexible bituminous marker adhesive. 6130.7. Archived Versions. Archived versions are available. TEXAS DEPARTMENT OF TRANSPORTATION 3 — 3 LAST REVIEWED: SEPTEMBER 2014 SECTION 026201 WA 1ERLINE RISER ASSEMBLIES 1. DESCRIPTION This specification shall govern all work and materials required for proper installation of riser assemblies for waterline testing. 2. MATERIALS Riser assemblies for 4" diameter and larger waterlines shall consist of (in order): M. J. Plug or Cap, drilled and tapped (2") 2" x 6" Galvanized Nipple 2" Galvanized 90° Bend 2" x 3' Galvanized Nipple 2" Straight Coupling 2" x 3' Galvanized Nipple 2" Brass Gate Valve 3. CONSTRUCTION METHODS The Contractor shall install riser assemblies on each end of waterlines to be tested. Note that this includes all 2" service connections. The assembly shall be wrapped in polyethylene, and concrete thrust blocking shall be applied at the base. After the line is tested and ready for connection to the existing water system, the Contractor shall remove the riser assembly. The riser assemblies shall remain the property of the Contractor. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, waterline riser assemblies shall not be measured for payment. Payment for materials and labor shall be considered subsidiary to the payment for the waterline pipe. 026201 Page 1 of 1 Rev. 10-30-2014 SECTION 026202 HYDROSTATIC TESTING OF PRESSURE SYSTEMS 1. DESCRIPTION This specification shall govern all work necessary for hydrostatic testing the completed pressure system. The Contractor shall provide all tools, equipment, materials, labor, etc., as necessary, except as noted, and accomplish all testing under this specification. 2. MATERIALS Water for filling the line and making tests will be furnished by the Contractor through a standard meter connection. A meter and gauges for testing shall be supplied by the Contractor. A test pump with appropriate connector points as approved by the Water Superintendent for the installation of meter and gauge shall be furnished by the Contractor. The meter shall be directly connected to the main or pipe being tested by the use of copper tubing or an approved reinforced hose. The meter shall be protected against extreme pressures by the use of a one -inch (1") safety relief valve set at the test pressure plus ten pounds per square inch (psi) and furnished by the Contractor. 3. TEST PROCEDURE Tests shall be made only after completion of backfill as specified, and not until at least thirty-six (36) hours after the last concrete thrust block has been cast. Contractor shall coordinate hydrostatic testing with the proposed construction sequencing and phasing. Each section of pipeline shall be slowly filled with water and the specified test pressure, measured at the point of lowest elevation, shall be applied. During the filling of the pipe and before applying the specified test pressure, all air shall be expelled from the pipeline. During the test, all exposed pipe, fittings, valves, hydrants and joints shall be carefully examined. If found to be leaking, they shall be corrected immediately by the Contractor. If the leaking is due to cracked or defective material, the defective material shall be removed and replaced by the Contractor with sound material. All pipes shall be subjected to two hydrostatic tests. The first hydrostatic test shall be a two-hour test at a pressure of 150 psi. The second test shall be no less than 48 hours after successful completion of the first hydrostatic test. The second hydrostatic test shall be for a 24-hour period at City operating pressure for waterlines or at 50 psi for wastewater force mains and effluent lines. 026202 Page 1 of 2 Rev. 10-30-2014 The maximum allowable leakage shall be as follows: Ductile Iron Pipe, AWWA C600 L= S D (PP or L= N D (PP 133,200 7,400 Asbestos - Cement Pipe, AWWA C603 L=ND(P)��� 4,000 PVC Pipe - Uni-bell equation 99 L=ND (P)��� 7,400 WHERE: L = Maximum Allowable Leakage (gallons/hour) S = Length of Pipe Tested (feet) N = Number of Joints in Tested Line (pipe and fittings) D = Nominal Diameter of Pipe (inches) P = Average Test Pressure (psi) If the pressure system fails to meet the leakage requirements, the Contractor shall make the required repairs to the system and the system shall be retested. This procedure shall be repeated until the system complies with leakage requirements. The cost of each retest shall be $100. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, hydrostatic testing of pressure systems will not be measured for pay, but shall be subsidiary to the installation of the pressure system component. 026202 Page 2 of 2 Rev. 10-30-2014 SECTION 026204 POLYVINYL CHLORIDE PIPE (ASTM D 2241 Pressure Pipe for Wastewater Force Mains, Irrigation Systems and Water Transmission Lines) 1. DESCRIPTION This specification shall govern all work necessary for furnishing all PVC pipe (ASTM D 2241) required to complete the project. 2. MATERIALS PVC pipe shall be made of Class 12454-A or Class 12454-B virgin compounds as defined in ASTM D 1784 with an established hydrostatic design base of 4000 psi for water at 73.4° F. 3. DIMENSIONS Pipe shall be manufactured to standard steel pipe O.D. (IPS), with dimensions and tolerances in accordance with ASTM D 2241. 4. JOINTS Pipe shall have a gasket bell end with a thickened wall section integral with the pipe barrel in accordance with ASTM D 3139. The use of solvent weld pipe shall not be allowed. 5. GASKETS Gaskets for jointing pipe shall be in accordance with ASTM F477 (for High Head). 6. PIPE PRESSURE RATING AND STANDARD DIMENSION RATIO The pressure rating and SDR for PVC pipe (ASTM D 2241) shall be as indicated on the drawings. Pressure rating shall be based on the ISO equation in Section 4.5 of ASTM D 2241 with a maximum allowable hydrostatic design stress of 2000 psi (Safety Factor of 2.0). 7. CAUSE FOR REJECTION Pipe shall be clearly marked in accordance with Section 9 of ASTM D 2241. Unmarked or scratched pipe shall be rejected. 026204 Page 1 of 2 Rev. 10-30-2014 8. CERTIFICATION The Contractor shall furnish, in duplicate to the Engineer, a copy of the manufacturer's affidavit of compliance with this specification. Certification shall accompany each delivery of materials, to include gaskets. 9. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, PVC pipe (ASTM D 2241) will be measured by the linear foot along the centerline for each size installed. Measurement of pipe shall be up to, but not include, the fittings. Payment shall include all labor, pipe, and equipment for hauling, bracing, trench excavation, testing, backfilling, and for all cleaning up and other incidentals necessary to install the pipe complete in place, per linear foot. 026204 Page 2 of 2 Rev. 10-30-2014 SECTION 026206 DUCTILE IRON PIPE AND FITTINGS 1. DESCRIPTION This specification shall govern all work necessary for furnishing all ductile iron pipe and fittings required to complete the project. 2. GENERAL All ductile iron pipe shall conform to AWWA C151. The interior of pipe and fittings (excluding fittings for wastewater force mains) shall have a shop -applied cement -mortar lining (40 mils thick) in accordance with AWWA C104. The exterior of pipe and fittings shall have a coating of coal tar enamel of approximately 1 mil thick or as specified in AWWA C105. Ductile iron pipe shall be wrapped in two plys of 8 -mil polyethylene in accordance with Section 026402 "Waterlines" of the City Standard Specifications. 3. FITTINGS All fittings shall be ductile iron and in accordance with AWWA C153. Fittings shall have a pressure rating of 250 psi for sizes through 12" and 150 psi for 14" and larger sizes, unless shown differently on the drawings. Unless noted otherwise on the drawings, Mechanical Joints shall be used. 4. JOINTS Joints for pipe shall be mechanical type or push -on type such as "Tyton Joint", or approved equal; joints for fittings shall be mechanical joints, unless shown otherwise on the drawings. Mechanical joints shall conform to AWWA C153. Mechanical joints shall be furnished complete with joint material, Cor -ten nuts, Cor -ten bolts, glands and gaskets. When restrained joints are indicated on the drawings, restrained joints for pipe and fittings of 12" diameter and less shall be mechanical joint with retainer gland Series 1100 by EBAA Iron or approved equal, with a minimum of 250 psi rated working pressure. Restrained joints for pipe and fittings over 12" in diameter shall be push on type with a retainer ring as LOK-RING or FLEX -RING by American Ductile Iron Pipe, or TR FLEX by U.S. Pipe, or approved equal. Gaskets shall be of synthetic rubber. An analysis of the material used in each size gasket showing the type of synthetic rubber and that no natural rubber is present shall be supplied. 026206 Page 1 of 3 Rev. 10-30-2014 5. PIPE Pressure class ductile iron pipe requirements: Pressure Wall Range of Maximum Diameter Class Thickness Allowable Depth Cover (inches) (psi) (inches) (feet) - (feet) A - B* 4# 350 0.25 60+ 6 350 0.25 30 - 65 8 350 0.25 20 - 50 10# 350 0.26 15 - 45 12 350 0.28 15 - 44 14# 300 0.30 13 - 42 16 300 0.32 13 - 39 18 300 0.34 13 - 36 20 300 0.36 13 - 35 24 250 0.37 11 - 29 24+ x x x * Range of maximum allowable depth of pipe where: A = Ground water, or unstable bottom, or quick condition. B = Ideal trench conditions, and sand encasement is at an average density in excess of 90% Standard Proctor density. # Pipe sizes not typically specified on City projects, but shown for reference. x Requires special evaluation. The face of bells shall be plainly marked by color coding for classes so as to be readily identified in the field. 6. CERTIFICATIONS A certification shall accompany each order of pipe and fittings furnished to job site. Certification shall include the following items: indicate that pipe complies with Part 3 of this specification; indicate that fittings and joints comply with Part 4 of this specification (it should be noted that the supplier shall furnish sufficient technical material for the Engineer to determine whether or not push - on joints can comply with the "or equal" clause); and a copy of a laboratory analysis of the material used in each size gasket showing the type of synthetic rubber and that no natural rubber is present. 026206 Page 2 of 3 Rev. 10-30-2014 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, ductile iron pipe shall be measured by the linear foot along the centerline for each size of pipe installed. Measurement of pipe shall be up to, but not include, the fittings. Ductile iron fittings shall be measured per each by the type and size, as indicated in the Bid Form. Payment shall include all labor, materials, tools and equipment for the completed installation and testing of the waterline, together with all incidentals necessary to install the pipe and fittings complete in place. 026206 Page 3 of 3 Rev. 10-30-2014 SECTION 026210 POLYVINYL CHLORIDE PIPE (AWWA C900 and C905 Pressure Pipe for Municipal Water Mains and Wastewater Force Mains) 1. DESCRIPTION This specification shall govern all work necessary for furnishing all PVC pipe (AWWA C900 and C905) required to complete the project. 2. MATERIAL PVC pipe shall be made of Class 12454-A or Class 12454-B virgin compounds, as defined in ASTM D1784 with an established hydrostatic -design -basis of 4000 psi for water at 73.4 degrees F. 3. DIMENSIONS Pipe shall be manufactured to ductile iron pipe equivalent outside diameters. 4. JOINT Pipe shall have a gasket bell end with a thickened wall section integral with the pipe barrel. The use of solvent weld pipe shall not be allowed. 5. GASKETS Gaskets for jointing pipe shall be in accordance with ASTM F477 (High Head). 6. PIPE PRESSURE CLASS AND DIMENSION RATIO Unless indicated otherwise on the drawings, pipe shall have a dimension ratio (DR) of 18 and in accordance with: Pipe Size Designation 4" to 12" Over 12" 7. CAUSE FOR REJECTION AWWA C900 AWWA C905 Pipe shall be clearly marked in accordance with AWWA Requirements. Unmarked or scratched pipe shall be rejected. 026210 Page 1 of 2 Rev. 3-25-2015 8. CERTIFICATION The contractor shall furnish in duplicate to the Engineer a copy of the manufacturer's affidavit of compliance with this specification, to include gaskets. Certification shall accompany each delivery of materials. 9. MEASUREMENT AND PAYMENT Unless otherwise specified in the Bid Form, PVC pipe (AWWA C900 or C905) will be measured by the linear foot along the centerline for each size of pipe installed. Measurement of pipe shall be up to, but not include, the fittings. Payment shall include all labor, materials, tools and equipment for the completed installation, backfilling and testing of the PVC pipe, together with all incidentals necessary to install the pipe complete in place, per linear foot. 026210 Page 2 of 2 Rev. 3-25-2015 SECTION 026402 WA IERLINES 1. DESCRIPTION This specification, in conjunction with the City of Corpus Christi's Water Distribution System Standards, shall govern all work necessary for the installation of all waterline facilities required to complete the project. 2. MATERIALS Concrete: Concrete shall have a minimum compressive strength of 3000 psi at 28 days. Bedding Sand for Encasement: Bedding sand and initial backfill around the pipe shall be granular material of low plasticity as indicated on the drawings. Ductile Iron Pipe and Fittings: See City Standard Specification Section 026206. Polyvinyl Chloride Pipe: See City Standard Specification Section 026210. Tapping Sleeves and Valves: See City Standard Specification Section 026409. Gate Valves for Waterlines: See City Standard Specification Section 026411. Fire Hydrants: See City Standard Specification Section 026416. 3. CONSTRUCTION METHODS (1) HANDLING MATERIALS a) General: The Contractor shall be responsible for the safe storage of all materials furnished to, or by him, and accepted by him, until it has been incorporated into the completed project. All material found during the progress of the work to have cracks, flaws or other defects will be rejected, and the Contractor shall remove such defective material from the site of the work. b) Unloading and Distribution of Materials at Work Site: Pipe and other materials shall be unloaded at point of delivery, hauled to and distributed at the job site by the Contractor. Materials shall at all times be handled with care and in accordance with manufacturer's recommendations. Care shall be taken not to scratch PVC pipe. Excessive scratching shall be considered cause for rejection of PVC pipe. Materials may be unloaded opposite or near the place where it is to be installed provided that it is to be incorporated into the work within 10 days. The Contractor shall not distribute material in such a manner as to cause undue inconvenience to the public. 026402 Page 1 of 5 Rev 3-25-2015 c) Storing Materials: Materials that are not to be incorporated into the work within 10 days shall be stored on platforms. The interior of pipes and accessories shall be kept free from dirt and foreign matter. (2) ALIGNMENT AND GRADE a) General: All pipes shall be laid and maintained to the required lines and grades. Fittings, valves and hydrants shall be at the required locations with joints centered, spigots home and all valve and hydrant stems plumb. Temporary support and adequate protection of all underground and surface utility structures encountered in the progress of the work shall be furnished by the Contractor. Where the grade or alignment of the pipe is obstructed by existing utility structures such as conduits, ducts, pipes, connections to sewers or drains, the obstruction shall be permanently supported, relocated, removed, or reconstructed by the Contractor at the Contractor's expense, in cooperation with the owners of such utility structures. One (1) 20 -ft. section of waterline pipe shall be centered over/under gravity wastewater line at all gravity wastewater line crossings. Waterline shall be ductile iron pipe with mechanical joint fittings, in accordance with City Standard Specification Section 026206, wherever new waterline crosses under new gravity wastewater line. Maintain a minimum of six inches (2 feet usual) vertical clearance between outsides of pipes where a new waterline crosses over a new wastewater line. Maintain a minimum of twelve inches vertical clearance between outsides of pipes where a new waterline crosses under a new wastewater line. Alternatively, at gravity wastewater line crossings, the proposed PVC waterline may be encased in a 20 -ft. joint of ductile iron pipe with a minimum pressure rating of 150 psi that is at least two nominal sizes larger than the carrier pipe. The carrier pipe shall be supported in the casing at five foot (5') intervals with spacers, or shall be filled to the spring line with clean washed sand, graded as shown in the City Standard Water Details. The casing pipe shall be centered under the gravity wastewater line as indicated on the drawings, and both ends of the casing shall be sealed with cement grout or manufactured seal. b) Deviation from Drawings: No deviation from the line and grade shown on the plans may be made without the written consent of the Engineer. c) Depth of Cover: Depth of cover will be measured from the established street grade or the surface of the permanent improvement, or from finished grade to the top of the pipe barrel. Unless otherwise shown on drawings, the minimum depth of cover shall be 36 inches. Waterlines 12" and larger located under streets shall have 48 inches of cover at all points. 026402 Page 2 of 5 Rev 3-25-2015 (3) TRENCH EXCAVATION AND BACKFILL See City Standard Specification Section 022020, "Excavation and Backfill for Utilities" and applicable City Standard Details for Water. (4) POLYETHYLENE WRAPPING All ductile iron pipe, valves and fittings, except pipe or valves which are laid in encasement pipe or in concrete valve boxes, shall be wrapped in polyethylene. The polyethylene material shall have a thickness of 8 mils and may be either clear or black. The wrapping shall be lapped in such manner that all surfaces of pipe, valves and fittings, including joints, shall have a double thickness of polyethylene. If a single longitudinal lap is made using a double thickness of polyethylene, it shall be lapped a minimum of 18 inches and the lap shall be placed in the lower quadrant of the pipe and in such a manner that backfill material cannot fall into the lap. The polyethylene shall be secured in place with binder twine at not more than 6 -foot intervals. If wrapping is applied before the pipe is placed in the trench, then special care shall be taken in handling the pipe so that the wrapping will not be damaged. Care shall also be exercised in backfilling around the pipe and fittings and in blocking fittings so as not to damage the wrapping. Any wrapping that may be damaged shall be repaired in a manner satisfactory to the Engineer and so as to form the best protection to the pipes. (5) SAND ENCASEMENT All pipe and fittings that are not enclosed in concrete valve boxes or laid in encasement pipe, shall be completely encased with a minimum of eight inches (8") of sand on the bottom and sides of waterlines smaller than 16 inches in diameter, and twelve inches (12") over the top of the waterline, unless otherwise indicated on the drawings. This encasement includes the bottom, sides and top of pipe and fittings including bells, so that all portions will be encased with sand to insulate the pipe from the natural ground and from the backfill. The sand shall be compacted to a minimum of 90% Standard Proctor density. Provide twelve inches (12") of sand encasement all around the pipe for 16 -inch diameter and larger waterlines. Sand shall be placed in a manner that will not injure the polyethylene wrapping and shall be compacted under, around the side, and over the pipe in a manner that will reduce settlement to a minimum and as approved by the Engineer. In order to reduce the amount of sand required, the trench bottom may be excavated in a rounded manner so as to maintain at least a minimum of eight inches of sand between the excavation and the pipe (twelve inches for 16 -inch diameter and larger waterlines), unless otherwise indicated on the drawings. (6) LOWERING PIPE AND ACCESSORIES IN THE TRENCH a) General: The trench shall be excavated true and parallel to the pipe center line with a minimum clearance of eight inches below the pipe bottom and with a like clearance 026402 Page 3 of 5 Rev 3-25-2015 from the bottom of the bell to the bottom of the bell hole. The trench shall then be refilled to the proper grade with sand as specified. The placing of the encasing material shall be done in such a manner so as to be free of all natural soil rock or other foreign matter. After final grading in the trench of the encasing material, bell holes shall be excavated at each joint. Proper implements, tools and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and efficient execution of the work. All pipe, fittings, valves, hydrants and accessories shall be carefully lowered into the trench by means of a derrick, ropes or other suitable equipment, in such a manner as to prevent damage to pipe and fittings. Under no circumstances shall pipe or accessories be dropped or dumped into the trench. b) Inspection of Pipe and Accessories: The pipe and accessories shall be inspected for defects prior to lowering in the trench. Any defective, damaged or unsound pipe shall be replaced. c) Clean Pipe: All foreign matter or dirt shall be removed from the interior of the pipe prior to lowering into the trench. Pipe shall be kept clean both in and out of the trench at all times during the laying. (7) JOINTING PIPES All pipes shall be made up in accordance with manufacturer's recommendation. Pipe deflection shall not exceed 75% of the maximum amount recommended by the manufacturer. (8) CONCRETE THRUST BLOCKS Temporary thrust blocks or other means of carrying thrust loads generated by hydrostatic testing shall be provided at all ends of lines to be tested. Details of the end connections and method of temporary blocking shall be submitted to the Engineer for approval. After satisfactory completion of the hydrostatic testing, this temporary blocking shall be removed so that connections may be made with existing lines. This work is subsidiary to waterline installation and no separate payment will be made for it. Temporary thrust blocks are not allowed for long term use. (9) METAL HARNESS Metal harness, tie rods and clamps, or swivel fittings shall be used to prevent pipe movement. Steel rods and clamps shall be galvanized or otherwise rust proofed, or coated with hot coal tar enamel, then wrapped with two layers of polyethylene wrapping. 026402 Page 4 of 5 Rev 3-25-2015 (10) STERILIZATION a) Fittings: Valves, hydrants and fittings shall be stored on timbers and kept clean. Where soil or other substance has come in contact with the water surfaces of the fittings, the interior shall be washed and sterilized with 2% solution of calcium hypochlorite. b) Pipe: As each joint of pipe is laid, the Contractor, unless otherwise directed by the Engineer, shall throw powdered calcium hypochlorite (70%) through the length of the joint (one pound for each 1,680 gallons of water to give 50 ppm). When the waterline is complete, and before testing, the waterline shall be slowly filled with water between valves and allowed to stand for 48 hours. After the sterilization period is completed, lines shall be flushed by the Contractor under the direct supervision of a representative of the City Water Department. The Engineer will take sample for testing two hours after refilling. If the sample does not pass State Health Department purification standards, the procedure shall be repeated. The entire procedure shall be coordinated under the supervision of the Water Division Superintendent/Engineer. During the sterilization process, valves shall be operated only under the supervision of the Water Division Superintendent/Engineer. There shall be a base fee of $100 paid by the Contractor to the City for each retest that is required. (11) HYDROSTATIC TESTING WATER SYSTEM See City Standard Specification Section 026202, "Hydrostatic Testing of Pressure Systems". (12) WATER SERVICE CONNECTIONS See Standard Specification Section 026404, "Water Service Lines". 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, waterlines will be measured by the linear foot for each size installed. Payment for waterlines will be made under the appropriate pipe material item and shall include, but not be limited to, trenching, dewatering, bedding, pipe (except for fittings), restraints, temporary thrust blocking, backfill, sterilization, and hydrostatic testing. Payment shall be full compensation for all labor, materials, tools, equipment and incidentals required to complete the work. 026402 Page 5 of 5 Rev 3-25-2015 SECTION 026404 WATER SERVICE LINES 1. DESCRIPTION This specification shall govern all work necessary for furnishing and installing water service lines required to complete the project. Water service lines are those lines from the City main to the meter at the property line. 2. MATERIALS GENERAL Service fittings shall have a minimum of 150 psi working pressure rating, unless indicated otherwise. Fittings and materials shall be in accordance with the applicable provisions of AWWA C800. All service connections shall require service clamps. SERVICE CLAMP Service clamps shall be brass saddle with two silicone bronze straps with I.P. thread and have a minimum working pressure rating of 200 psi. The saddle and nuts shall be of 85-5-5-5 brass alloy per ASTM B-62 and AWWA C800. The nuts shall have unitized washers. Straps shall be 5/8 inch high-quality silicone bronze, flattened and contoured to provide a wider bearing surface against the pipe. Clamps shall be comparable to: Ford 202B, Smith Blair 323, Rockwell 323 CORPORATION STOP Corporation stop shall be of brass with I.P. thread inlet and Mueller 110 compression connection outlet designed for Type K copper pipe and be comparable in design to the following: Mueller H-15028 for 1" size Mueller H-15023 for 1-1/2" & 2" sizes 026404 Page 1 of 2 Rev 3-25-2015 ANGLE METER STOP Angle meter stop shall have a Teflon coated bronze ball which rotates within two Buna-N rubber seats. Inlet shall be packed joint for Type K copper and be comparable in design to the following: Ford BA43-342 for 1" service line with 5/8" x 3/4" or 3/4" meter size Brass gate valve required for 1-1/2" and 2" sizes SERVICE LINE Service line shall be of Type K copper tube or approved one piece SDR9 polyethylene with restrained compression brass fittings and stainless steel inserts. Other products of comparable features and equal quality may be substituted for the above items with approval of the Engineer. 3. CONSTRUCTION METHODS See City Standard Specification Section 022020, "Excavation and Backfill for Utilities ". Service lines shall be placed by the Contractor as indicated on the drawings and as directed by the Engineer. Relocation of existing meters and changeovers to the new system shall be done only under the direct supervision of the City Water Department. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, water service lines shall be measured with the units indicated in the Bid Form for each size of service line. Payment for service lines shall include, but not be limited to, the following: copper tubing, corporation stop, service clamp, angle meter stop, trenching, trench safety, backfilling including pavement repair, testing, flushing, clean-up and site restoration; and shall be full compensation for all labor, equipment, tools and incidentals required for proper installation of the water service lines. 026404 Page 2 of 2 Rev 3-25-2015 SECTION 026409 TAPPING SLEEVES AND TAPPING VALVES 1. DESCRIPTION This specification shall govern all work and materials required for furnishing and installing tapping sleeves, sleeves and valves required to complete the project. 2. MATERIALS Tapping sleeves shall have a Class 125 ANSI B16.1 outlet flange of cast iron, ductile iron or stainless steel. Sleeves shall be of ductile iron or 304 or 316 stainless steel. Lugs, bolts, washers and nuts shall be of 304 or 316 stainless steel. Iron sleeves shall be of the mechanical joint or caulked joint type as manufactured by Mueller, Clow, or approved equal. Stainless steel sleeves shall be of the compression gasket type capable of providing full support of the tapped pipe, as manufactured by Ford, Smith Blair, Romac, or approved equal. Gasket materials shall be of material suitable for potable water systems. Tapping sleeves shall be sized for the type and size of pipe to be tapped. The class of asbestos cement pipe that will most likely be encountered in the water will be Class 200 for pipes 6 inches in diameter and smaller, and Class 150 for larger pipes. It should be understood that existing pipes to be tapped may not be of the type of material and/or size that is shown on the drawings. The proper size and type of tapping sleeve shall be provided and installed regardless of what is encountered. Tapping valves shall conform to AWWA Standards and City Standard Specification Section 026411, "Gate Valves for Waterlines". Valve boxes shall be as described in City Standard Specification Section 026411, "Gate Valves for Waterlines". 3. CONSTRUCTION METHODS Construction methods shall adhere to those set out in City Standard Specification Section 026402 "Waterlines", and City Standard Specification Section 022020 "Excavation and Backfill for Utilities". 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, tapping sleeves and tapping valves shall be measured on a per each basis for each size installed. Payment for tapping sleeves and tapping valves shall include, but not be limited to, furnishing and installing the valves complete in-place including joint materials, cast iron valve box, box extension, cover, concrete collar, and all other related items such as bolting, wrapping, cement -stabilized sand encasing, backfilling and compacting; and shall be full compensation for all labor, material, tools, equipment and incidentals required to properly install the valves as indicated and specified. 026409 Page 1 of 1 Rev. 3-25-2015 SECTION 026411 GATE VALVES FOR WATERLINES 1. DESCRIPTION This specification shall govern all work necessary to provide and install all gate valves and valve boxes required to complete the project. 2. MATERIALS Gate Valves All valves shall meet the following requirements. Gate valves shall conform to AWWA Standard C515. 1) The gate valves shall be ductile iron resilient wedge (C515) with non -rising stems. 2) Valve ends shall be flanged or mechanical joint type or a combination of these as indicated or specified. A complete set of joint materials shall be furnished with each valve, except for bell ends and flanges. 3) Valves 16 inches and larger shall be furnished for horizontal installation — lay over. 4) Stem seals shall be the 0 -ring type on valves through 12 -inch size. Valves 16 inches and larger may be equipped with stuffing boxes. 5) Valves shall open left (counter clockwise). Valves over 18 inches shall have the main valve stem furnished with a combination hand wheel and operating nut. 6) Tapping valves to be used with tapping saddles shall have one end mechanical joint. 7) No position indicator will be required. 8) Within 30 days after award of contract, the Contractor shall submit in triplicate, for approval, the following: a) Certified drawings of each size and type of valve 16 inches and larger showing principal dimensions, construction details, and materials used. b) On all size valves, the composition of bronze to be offered for various parts of the valve, complete with minimum tensile strength in psi, the minimum yield strength in psi, and the minimum elongation in 2" per cent. 026411 Page 1 of 2 Rev. 3-25-2015 3. CONSTRUCTION METHODS Gate Valves Gate valves shall be installed as indicated on the drawings. Cast Iron Valve Boxes Valve boxes shall be installed as indicated on the drawings. When valves are in the street right-of- way, the top of box shall be set flush with the pavement or surrounding ground. In cultivated areas, the top of box shall be set twelve inches (12") below natural ground and long enough to be raised to natural ground at a future date. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, gate valves for waterlines will be measured as a unit for each gate valve and valve box installed. Payment shall include, but not be limited to, furnishing and installing the valves complete in-place including joint materials, cast iron valve box, box extension, cover, concrete collar, and all other related items such as bolting, wrapping, cement - stabilized sand encasing, backfilling and compacting; and shall be full compensation for all labor, material, tools, equipment and incidentals required to properly install the valves as indicated and specified. 026411 Page 2 of 2 Rev. 3-25-2015 SECTION 026416 FIRE HYDRANTS 1. DESCRIPTION This specification shall govern all work necessary to provide all fire hydrants required to complete this project. 2. MATERIALS Concrete: Concrete shall be Class "A" in accordance with Section 030020 "Portland Cement Concrete" of the City Standard Specifications, with a minimum compressive strength of 3000 psi at 28 days. Fire Hydrants: The fire hydrants shall conform to AWWA C502 (or latest edition) standard specifications for fire hydrants for ordinary water works service, except for changes, additions and supplementary details specifically outlined herein: a) Hydrants - Hydrants shall be of the traffic model type equipped with a safety flange or collar on both the hydrant barrel and stem. b) Type of Shutoff - The shutoff shall be of the compression type only. c) Inlet Connection - The inlet shall be ASA A-21.11 1964 mechanical joint for six-inch (6"), Class 150 ductile iron pipe. A complete set of joint material shall be furnished with each hydrant. d) Delivery Classifications - Each hydrant shall have two hose nozzles and one pumper nozzle. e) Bury Length - The hydrants shall be furnished in the bury length as indicated on drawings. f) Diameter (Nominal Inside) of Hose and Pumper Nozzles - The hose nozzles shall be two and one-half inches (2-1/2") inside diameter and the pumper nozzle shall be four inches (4") inside diameter. g) Hose and Pumper Nozzle Threads - The hose nozzles shall have two and one -half-inch (2-1/2") National Standard thread (7-1/2 threads per inch). The pumper nozzle shall have size (6) threads per inch with an outside diameter of 4.658 inches, pitch diameter of 4.543 inches, and a root diameter of 4.406 inches. h) Harnessing Lugs - None required. i) Nozzle Cap Gaskets - Required. j) Drain Openings - Required. 026416 Page 1 of 3 Rev. 3-25-15 k) Tapping of Drain Opening - Tapping of the drain opening for pipe threads is not required. 1) Nozzle Chain - Not required. m) Direction to Open - The hydrants shall open left (counter clockwise). n) Color of Finish Above Ground Line - That portion of the hydrant above the ground line shall be painted chrome yellow. o) Shape and Size of Operating and Cap Nuts - The operating and cap nuts shall be tapered pentagon one and one-fourth inches (1-1/4") point to face at base and one and one-eighth inches (1-1/8") point to face at top of nut. p) Nozzle Cap Chains - Hydrants shall be furnished without nozzle cap chains q) Size of Fire Hydrant - The main valve opening shall not be less than five and one-quarter inches (5-1/4") inside diameter. r) Valve Facing - The main valve facing of the hydrant shall be rubber with 90+ Durometer hardness. When the main valve lower washer and stem nut are not an integral casting then the bottom stem threads shall be protected with a bronze cap nut and a bronze lock nut. s) Barrel Sections - The hydrant shall be made in two or more barrel sections with flanges connecting the barrel to the elbow and to the packing plate. t) Breakable Coupling - Hydrants shall be equipped with a breakable coupling on both the barrel section and the stem. The couplings shall be so designed that in case of traffic collision the barrel and stem collar will break before any other part of the hydrant breaks. u) Hydrant Adjustment - The hydrant shall be designed as to permit its extension without excavating after the hydrant is completely installed. v) Breakable Collars, Barrel and Stem - Weakened steel or weakened cast iron bolts that are used in the breakable barrel couplings will not be acceptable. w) Operating Stem - Stems that have operating thread located in the waterway shall be made of manganese bronze, Everdure, or other high quality non -corrodible metal. Stems that do not have operating threads located in the waterway must be sealed by a packing gland or "O" -ring seal located between the stem threads and waterway. Iron or steel stems shall be constructed with a bronze sleeve extending through the packing or "O" -ring seal area. The sleeve shall be of sufficient length to be in the packing gland "O" -ring seal in the both open and closed positions of the main valve. The sleeve shall be secured to the steel stem so as to prevent water leakage between the two when subjected to 300 pounds hydrostatic test pressure. 026416 Page 2 of 3 Rev. 3-25-15 x) Drain Valve Mechanism - Drain valves operating through springs or gravity are not acceptable. y) Operating Stem Nut - The operating stem nut shall be designed to prevent seepage or rain, sleet, and the accumulation of dust between the operating nut and the hydrant top. z) Packing Gland or "O" -Ring Seal - Fire hydrants having the threaded part of the stem at the hydrant top shall be equipped with a packing gland or an "O" -ring seal immediately below the threaded section of the stem. 3. CONSTRUCTION METHODS Fire hydrants shall be installed as shown on drawings. Minimum burial length shall be 3 feet. Breakable couplings shall be located at least 2 inches and less than 6 inches above finish grade. Hydrants and fittings shall be stored on timber and kept clean. The interior surfaces of hydrants and fittings shall be washed and sterilized with approved sterilizing agent, if requested by the Engineer at the time of installation. 4. CERTIFICATION The manufacturer shall furnish to the Engineer two (2) certified sets of prints showing complete details and dimensions of the hydrant. The manufacturer shall furnish to the Engineer one (1) certified copy of the physical tests of all metals used in the manufacture of the fire hydrant that is normally manufactured and that will meet these specifications. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, fire hydrants will be measured as a unit per each. Payment shall include, but not be limited to, furnishing and installing the complete fire hydrant assembly with valve, 6 -inch line and fitting on the main; and shall be full compensation for all labor, materials, tools, equipment and incidentals required to properly complete the work. 026416 Page 3 of 3 Rev. 3-25-15 SECTION 027200 CONTROL OF WASTEWATER FLOWS (TEMPORARY BYPASS PUMPING SYSTEMS) 1. GENERAL 1.1 DESCRIPTION A. This specification shall govern all work necessary for designing, installing, implementing, operating, and maintaining a temporary bypass pumping and flow control system, as provided by the Contractor for the purpose of diverting wastewater flow around the work area for the duration necessary to complete the work (i.e., control of wastewater flows). The Contractor shall furnish all materials, labor, equipment, power, maintenance, and incidentals required to maintain continuous and reliable wastewater service in all lines for the duration of the project. 1.2 SUBMITTALS A. Bypass Pumping Plan Form: It shall be the Contractor's responsibility to legibly and thoroughly complete, in its entirety, the attached Bypass Pumping Plan Form and submit it to the Engineer and/or the appropriate City staff for review and approval, prior to the installation of any pumping system proposed for use. Unless the bypass pumping is associated with an emergency work order, the standard approval protocol is as follows: The Contractor prepares and submits the plan to the Engineer a minimum of 7 days prior to mobilizing to site. The Engineer reviews the bypass plan and coordinates approval with Engineering Services and the Operating Department. Engineer and City will put forth a reasonable level of effort to expedite the review and approval process. No deviation from the procedure shall be allowed. B. Bypass Pumping Plan Schematic: In addition to the above referenced form, the Contractor shall also furnish a sufficiently detailed schematic drawing identifying the approximate location of all bypass pumping system components. The schematic drawing shall clearly label parallel/crossing streets, identify landmark structures, and depict the locations of all pumps and piping. At a minimum, the bypass pumping plan schematic drawing and associated attachments should include the following items: 1) Pump curves showing designed operation point for this specific project 2) Approximate location of bypass system pumping components 3) Location of manhole or access point for suction and discharge 4) Configuration, routing, location and depth of the suction and discharge piping 5) General arrangement/type of additional support equipment. 6) Temporary pipe supports, anchoring and thrust restraint blocks, if required 7) Traffic Control Plan and Traffic Department permit if the bypass is within the right- of-way. 8) Description of the method for removing pressure and all wastewater from existing force mains being taken out of service, if necessary. 9) All other City -department and Regulatory requirements. 027200 Page 1 of 7 Rev. 10-30-2014 10) Sewer plugging locations, method, and types of plugs 11) Method of protecting discharge manholes or structures from erosion and damage. 1.3 RESPONSIBILITY / AUTHORITY A. It is essential to the operation of the existing wastewater system that there is no interruption in the flow of wastewater throughout the duration of the project. The Contractor shall be completely responsible for designing, scheduling, providing, installing, operating, fueling and maintaining the temporary bypass pumping system in a manner that does not cause or contribute to overflows, releases, or spills of wastewater from the wastewater or bypass system. The Contractor shall neither anticipate nor expect any assistance from the City of Corpus Christi departments for any of the bypass operation. B. Contractor shall provide a responsible employee to man the bypass system 24 hours per day, 7 days per week during operation. The monitoring employee shall be properly trained, experienced, and mechanically qualified such that they can quickly and effectively address any potential emergency and non -emergency situations associated with the bypass system which must remain in operation. The wastewater and bypass systems should be inspected at least once every 2 hours. The Contractor shall be responsible for ensuring that the wastewater collection system is not compromised during bypass installation or operation, and contractor shall ensure that the system operates properly during this period. C. The Contractor shall consider and be responsible for the impacts on the collection system area, both upstream and downstream of the bypass and shall maintain the system in a manner that will protect public and private property from damage and flooding. Upstream impacts may include, but are not limited to backups and overflows. Downstream impacts may include, but are not limited to surcharges and overflows. D. Contractor shall make all effort to minimize spills of raw wastewater during the improvements and bypassing. All spills and sanitary sewer overflows shall immediately be reported to the City at 361-826-2489 and the Contractor shall be solely responsible for wash down, clean-up and disinfection of said spillages or overflows to the satisfaction of the owner at no additional cost to the City of Corpus Christi. E. The City is permitted through the Texas Commission on Environmental Quality to operate the wastewater system. The final authority comes from the City as to the operation of the wastewater system and as such it reserves the right to halt the bypassing operation at any time in order to maintain public health and safety. 027200 Page 2 of 7 Rev. 10-30-2014 2. PRODUCTS 2.1 MATERIALS A. Bypass Pumps a. Pumps shall be fully automatic self -priming pumps that do not require the use of foot -valves or vacuum pumps in the priming system. The pumps may be electric or diesel powered. Pre -approved manufacturers are Godwin or Rain -for -Rent. Approved equals may be considered by the Engineer if they meet all requirements in this specification but Contractor shall provide submittal package for Engineer's review and approval prior to installation. Pumps shall be equipped with critically silenced, sound attenuated enclosures with a maximum 65 dB (10 -feet from pump), a diesel day tank with a minimum 24-hour runtime without refuel, and automatic star /stop controls for each pump. b. Pumping capacity of the bypass pump shall be capable of handling the flow conditions at all times and shall provide a minimum of 1.5 times the existing capacity of whatever line or lift station is being bypassed. c. The Contractor shall have adequate standby equipment available and ready for immediate operation and use in the event of an emergency or breakdown. In critical installations, as determined by the Engineer, one standby pump for each size pump utilized shall be installed at the mainline flow bypassing locations, ready for use in the event of primary pump failure. B. Suction and Discharge Piping: Determined according to pump size, flow calculations, system operating conditions, manhole depth, and length of suction piping in accordance with the pump manufacturers specifications and recommendations. In order to prevent the accidental spillage of flows, all discharge systems shall be temporarily constructed of heavy-duty pipe with positive restrained joints. a. High Density Polyethylene (HDPE) i. Homogeneous throughout, free of visible cracks, discoloration, pitting, varying wall thickness, holes, foreign material, blisters, or other deleterious faults. Defective areas shall be cut out and butt -fusion welded as per manufacturer's recommendations. ii. Assembled and joined at site using couplings, flanges, or butt -fusion method to provide leak proof joint, as per manufacturer's recommendations and ASTM D- 2657. iii. Fusing must be performed by personnel certified as fusion technicians by manufacturer of HDPE pipe and/or fusing equipment. Fused joints shall be watertight and have tensile strength equal to that of pipe. iv. HDPE is required to be used in or adjacent to environmentally sensitive areas. b. Polyethylene Plastic Pipe (PE) i. High density solid wall and following ASTM F714 Polyethylene (PE) Plastic Pipe (SDR -DR) based on outside diameter, ASTM D1248 and ASTM D3550 ii. Homogeneous throughout, free of visible cracks, discoloration, pitting, varying wall thickness, holes, foreign material, blisters, or other deleterious faults. c. Quick -Disconnect Steel Galvanized Pipe and Heavy -Duty Flexible Hoses 027200 Page 3 of 7 Rev. 10-30-2014 i. Must consist of heavy-duty steel with high tensile strength, x-ray welded, abrasion resistant and suitable for intended service with a maximum pressure rating of at least 174 PSI ii. Bauer quick -disconnect fittings/joints shall be restrained and watertight. Joints shall consist of vacuum sealing O -rings to help pumps prime faster and perform at their designed flow rates with no leaks, even at high pressure ratings iii. Joints shall provide 30 -degree articulation at every coupling and shall not require perfect alignment to make each connection. iv. The galvanized couplings shall not be hindered by sand, mud, and grit. d. Valves and Fittings i. Contractor shall provide valves and fittings as necessary and in accordance with the approved pipe materials shown above. e. Plugs i. Selected and installed according to size of line to be plugged, pipe, manhole configurations, and based on specific application. ii. Prior to use, Engineer may inspect plugs for defects which may lead to failure. iii. Contractor shall provide additional plugs in the case of failure f. Miscellaneous i. When temporary piping crosses local streets/roadways and private driveways, Contractor shall provide traffic ramps or covers designed, installed, and maintained for H-20 loading requirements while in use. 3. EXECUTION 3.1 SCHEDULING & COORDINATION A. Unless the bypass pumping is associated with an emergency work order, the Contractor shall provide a minimum of 48 hour notice to the Engineer and Wastewater Department for the startup of bypass operations once the completed bypass plan has been approved by the design engineer. Unless needed otherwise for emergency work, no bypassing shall be initiated on Friday, Saturday or Sunday, or the day immediately preceding a City holiday. B. Inclement Weather: The Contractor shall not be allowed to commence bypass operation should inclement weather be forecast for the period of the scheduled improvements. C. Under special circumstances, as identified by the Engineer, where critical lines with large service areas are being bypassed, the Contractor is responsible for setting up a meeting between the Engineer/City/Operating Department to affirm and coordinate the approved bypass plan and to verify the intended site installation conforms to the approved plan. Engineer may also require the bypass system to be in service for at least 24 -hours prior to taking existing gravity lines or force mains out of service to demonstrate reliability. D. Before beginning bypass operations, the Engineer/City Operating Department must be notified for field verification of pumps, piping, and equipment, etc., to ensure the site installation conforms to the approved plan. 027200 Page 4 of 7 Rev. 10-30-2014 E. Before beginning bypass operations, the Contractor shall confirm appropriate emergency contact information has been provided to the City and Engineer on the Bypass Pumping Plan Form including emergency cell phone number of bypass operators/monitors responsibly manning the bypass system 24 hours per day along with the project superintendent and pump supplier. F. The Contractor can work extended hours, if approved by the Engineer, to perform the improvements during the bypass operation. Work during extended hours cannot create a nuisance for the neighbors. G. Once a lift station is taken out of service and bypass operations begun, work shall be continuous on the lift station improvements until all improvements are completed and the lift station is returned to normal service. H. The Contractor shall cease bypass pumping operations and return flows to the new and/or existing wastewater system when directed by the Owner. This may be expected if the bypass system is not in accordance with this specification or if inclement weather is in the forecast. 3.2 INSTALLATION & OPERATIONS A. Installation of Temporary Force Mains a. Force mains may be placed along shoulder of road, medians, and/or outside of pavement. Do not place in streets or sidewalks without Engineers approval. b. When temporary piping crosses local streets/roadways and/or private driveways, Contractor shall provide traffic ramps or covers designed, installed, and maintained for H-20 loading requirements while in use. c. When traffic ramps cannot be used, install temporary piping in trenches and cover with temporary pavement, as approved by the Engineer. B. Discharge piping to gravity lines or manholes shall be designed in such a manner as to prevent discharge from contacting manhole walls or benching with as minimal turbulence as possible. C. Plugging or blocking of wastewater flows shall incorporate a primary and secondary plugging device. When plugging or blocking is no longer needed for performance and acceptance of work, it is to be removed in a manner that permits the wastewater flow to slowly return to normal without surge, to prevent surcharging or causing other major disturbances downstream. D. The Contractor shall not cut existing force mains or gravity lines until it is determined that the containment area in place is sufficient for handling any wastewater within the pipe. E. Some locations may require multiple bypass systems. If bypass system is provided with air release valves, then the valve drains shall be piped to a manhole for discharge. F. Upon completion of the bypass pumping operations, remove piping, restore property to pre -construction condition and restore pavement. 027200 Page 5 of 7 Rev. 10-30-2014 4. MEASUREMENT AND PAYMENT Unless otherwise specified in the Bid Form, Control of Wastewater Flows (Temporary Bypass Pumping Systems) shall not be measured for pay but will be considered subsidiary to the applicable pay item, to include all material, labor, equipment and supervision necessary to complete the bypass design, planning, coordination, installation, operation, maintenance and removal. 027200 Page 6 of 7 Rev. 10-30-2014 BYPASS PUMPING PLAN FORM Date: Project Title: No.: Engineer: Contractor: Service Area: Start Date & Time: Lift Station No. (if applicable): Completion Date & Time: Sewer Line Size being Bypassed: Estimated Peak Flow: Line Plugging Method & Locations: Suction Manhole or Lift Station Number and Depth: Discharge Manhole or Lift Station Number and Depth: Maximum Surcharge Depth Allowed: Bypass Forcemain Size, Material & Length: Pump Description: (Self -Priming, Critically Silenced, and Automatic Level Controls Required) Make, Model, Suction/Discharge Size: Diesel or Electric Total Number of Pumps/Standby Pumps: Total & Firm Capacity (GPM @ TDH): Vacuum Trucks (if required, number and capacity): Contractor Personnel Manning Bypass System (24 hours/day): Name: Phone: Name: Phone: Emergency Contacts: Name: Name: Additional Notes: Phone: Phone: Required Checklist: YES NO ❑ ❑ Schematic drawing providing details of proposed bypass pumping system, routing of bypass lines (using manhole numbers and/or lift station names as applicable), equipment location, and proposed sequencing. ❑ ❑ Has traffic control plan been appropriately modified to facilitate the bypass pumping equipment? ❑ ❑ Pumps: Self -priming & Critically Silenced. Provide pump curve with Bypass plan. (Requirement). ❑ ❑ Contractor shall coordinate with Supplier for appropriate instruction and training on pump operation. ❑ ❑ Have emergency and/or backup provisions been made for quick pump change out in the case of system failure? ❑ ❑ Contractor has confirmed no rain (less than''/2-in) in the forecast? Prepared by: Reviewed by: Contractor Representative Date Wastewater Representative Date 027200 Page 7 of 7 Rev. 10-30-2014 SECTION 027202 MANHOLES 1. DESCRIPTION This specification shall govern the furnishing of all materials and construction of manholes composed of a concrete base and concrete walls as shown on the drawings, to the lines, grades and dimensions shown on drawings or established by the Engineer. 2. MATERIALS Concrete for cast -in-place storm water manholes and storm water junction boxes shall be Class C (3,600 psi at 28 days). Manholes for wastewater shall be made from fiberglass only, in accordance with City Standard Specification Section 027205 "Fiberglass Manholes". Mortar for plastering shall be one (1) part Portland cement to three (3) parts clean hard and sharp mortar sand, free of all foreign substances or injurious alkalis. Reinforcing steel, where used, shall conform to the requirements of Section 032020 "Reinforcing Steel". All wastewater manhole rings and covers for streets shall be East Jordan Iron Works, Inc. product V1430 CV or V1420/1480 Z1, or pre -approved equal, and shall have the seating surface of ring and cover machined to secure a snug fit per the City Standard Wastewater Details. All storm water manholes shall be East Jordan Iron Works, Inc. product V1168 assembly, and for school zones shall be a bolted assembly per the City Standard Storm Water Details. Steps are not required for wastewater and storm water manholes. Joint material for precast concrete manholes shall be Ram-Nek Flexible Plastic Gaskets as manufactured by K. T. Snyder Company, Houston, Texas, or an approved equal. 3. EXCAVATION The Contractor shall do all necessary excavation for the various manholes, conforming to size and dimensions shown on plans plus a maximum of four (4) feet working room. Excavation shall not be carried to greater depth than required. Subgrade under manhole footings shall be compacted to not less than 95% Standard Proctor density. Shoring shall be the responsibility of the Contractor and shall be installed as necessary. Shoring shall not be removed or backfilled around until entire manhole is completed, unless authorized by the Engineer. Shoring shall remain in place at least twenty-four (24) hours after concrete work has been completed. 027202 Page 1 of 3 Rev 3-25-2015 4. CONCRETE MANHOLES (STORM WATER ONLY) (1) Formed -in -Place Manholes: Where formed concrete is used, forms shall be built to dimensions shown on the standard details. Inserts and openings shall be formed so concrete will not be injured during process of stripping forms. Forms shall be braced and tied to prevent spreading or bulging, and shall meet approval of the Engineer prior to placing concrete. Forms shall remain in place for minimum of twenty-four (24) hours, and shall be removed within a maximum time of seven (7) days after completion of concrete work. Reinforcing steel, if required, shall be as shown on the plans. The bottom of manholes shall be carefully formed and inverted smoothly when finished, with pipes cut to fit inside surface of walls. (2) Precast Manholes Precast manholes shall allow unobstructed view of all pipes connected to the manhole. Precast manholes shall be designed to support HS -20 traffic loading and designed by a Texas licensed professional engineer. The upper 18 inches of the corbel shall be brick to facilitate subsequent grade adjustment. Either concentric or eccentric cones may be required. Where not specified, eccentric cones shall be used. Manhole designs shall be submitted for approval by the Engineer. 5. GENERAL CONSTRUCTION METHODS All items shall be installed as the work progresses and as shown on the standard details. Work shall be completed and finished in a careful workmanlike manner, with special care being given to sealing joints around all pipe extending through walls of the manholes. After finishing walls, the bottom of the manhole shall be completed by adding sufficient concrete to shape the bottom in conformity with requirements on the plans. Where old manholes are adjusted to meet new lines and grades, all old masonry or concrete shall be thoroughly cleaned and wetted before joining new masonry or concrete to it. HDPE adjustment rings are to be used to match roadway grade. A maximum of 18" of adjustment rings may be utilized. 6. BACKFILLING/LEAKAGE TESTING Backfilling around the manholes shall commence as soon as concrete or masonry has been allowed to cure the required time and forms and shoring have been removed. Backfill shall be placed in layers of not more than six inches (6") and compacted to a minimum of 95% Standard Proctor density before next layer is installed. Wastewater manholes shall withstand a leakage test not to exceed the values stated in City Standard Specification Section 027205 "Fiberglass Manholes", except that an additional 10 percent of loss will be permitted for each additional two feet head over a basic two -foot internal head. 027202 Page 2 of 3 Rev 3-25-2015 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, manholes shall be measured by each individual structure built, and paid for at the unit price bid per each, of the size, type and depth specified, complete in-place, and meeting the approval of the Engineer. "Complete in-place" shall mean all labor, materials, tools, equipment and incidentals necessary to furnish and install the manholes, excavation, compaction, backfilling, dewatering, concrete foundation, connections, adjustment rings, ring and cover, concrete work, leakage testing, video inspection, and adjust the manholes to finish grade. Extra depth for wastewater manholes over six feet in depth shall be measured by the vertical foot and shall be paid for at the price bid per vertical foot for "Extra Depth for Manholes". Rehabilitation of existing manholes with fiberglass inserts shall be measured by each individual structure rehabilitated, and paid for at the unit price bid per each, of the size, type and depth specified, complete in-place, and meeting the approval of the Engineer. "Complete in-place" shall mean all labor, materials, tools, equipment and incidentals necessary to furnish and install the rigid fiberglass manhole inserts, make connections, grout the annular space, backfilling, adjustment rings, ring and cover, concrete work, leakage testing, and adjust the manholes to finish grade. 027202 Page 3 of 3 Rev 3-25-2015 SECTION 027203 VACUUM TESTING OF WASTEWATER MANHOLES AND STRUCTURES 1. DESCRIPTION This specification governs all work and materials necessary to perform vacuum testing of new or existing wastewater manholes. Manholes may be tested after installation with all connections (existing and/or proposed) in place. Vacuum testing may be performed prior to or after backfilling by the installer. Final acceptance, in accordance with the requirements of this specification, will consist of vacuum testing of the completed and installed structure (manhole) in place to include manhole/adjustment rings and manhole casting. 2. MATERIALS Vacuum testing shall consist of a minimum of the following: (a) Engine. (b) Vacuum Pump. (c) Hose. (d) Test Head device capable of sealing opening in manhole casting as required. (e) Pneumatic Test Plugs - these plugs shall have a sealing length equal to or greater than the diameter of the connecting pipe to be sealed. 3. PROCEDURE (a) The test head shall be placed at the top of the manhole in accordance with the manufacturer's recommendations. (b) A vacuum of 10 inches of mercury shall be drawn on the manhole, the valve on the vacuum line of the test head closed, and the vacuum pump shut off. The time shall be measured for the vacuum to drop to 9 inches of mercury. (c) The manhole shall pass if the time for the vacuum reading to drop from 10 inches of mercury to 9 inches of mercury meets or exceeds the values indicated in Table 1. (d) If the manhole fails the initial test, necessary repairs shall be made by an approved method. The manhole shall then be retested until a satisfactory test is obtained. 027203 Page 1 of 2 Rev. 10-30-2014 TABLE 1 - Minimum Test Times for Various Manhole Diameters (ASTM C1244) Depth Diameter (inches) (feet) 42 48 54 60 72 Time (seconds) 8 17 20 23 26 33 10 21 25 29 33 41 12 25 30 35 39 49 14 30 35 41 46 57 16 34 40 46 52 67 18 38 45 52 59 73 20 42 50 53 65 81 22 46 55 64 72 89 24 51 59 64 78 97 26 55 64 75 85 105 28 59 69 81 91 113 30 68 74 87 98 121 4. TESTING AND CERTIFICATION (a) Testing shall be done by the Contractor and witnessed by the Engineer or his designated representative. All manholes and structures shall be tested as finished and completed for final acceptance. (b) ANY DEFECTIVE WORK OR MATERIALS shall be corrected or replaced by the Contractor and retested. This shall be repeated until all work and materials are acceptable. 5. MEASUREMENT AND PAYMENT Unless otherwise indicated on the Bid Form, vacuum testing of wastewater manholes and structures will not be measured for pay. Such items shall be considered subsidiary to pay items applicable for Fiberglass Manholes, complete and in-place. 027203 Page 2 of 2 Rev. 10-30-2014 SECTION 027205 FIBERGLASS MANHOLES 1. DESCRIPTION This specification shall govern all work required for providing, installing and adjusting fiberglass manholes required to complete the project. 2. GENERAL Fiberglass manholes shall be installed at the locations indicated on the drawings. 3. MATERIALS A. Manholes Fiberglass manholes shall be fabricated in accordance with ASTM D3753 -"Standard Specification for Glass -Fiber -Reinforced Polyester Manholes and Wetwells," latest edition, and the referenced design criteria as follows: 1. ASTM C581 2. ASTM D695 3. ASTM D790 4. ASTM C923 5. ASTM D2412 6. ASTM D2583 7. ASTM D2584 8. ASTM D3034 9. ASTM F794 10. ASTM C32 Standard Practice for Determining Chemical Resistance of Thermosetting Resins Used in Glass -Fiber -Reinforced Structures Intended for Liquid Service Standard Test Method for Compressive Properties of Rigid Plastics Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes and Laterals Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading Standard Test Method for Indentation Hardness of Rigid Plastics by Means of a Barcol Impressor Standard Test Method for Ignition Loss of Cured Reinforced Resins Standard Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings Standard Specification for Poly (Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside Diameter Standard Specification for Sewer and Manhole Brick (Made From Clay or Shale) The minimum wall thickness for all fiberglass manholes at all depths shall be 0.50 inch. The inside diameter of the manhole barrel shall be a minimum of 48 inches or as otherwise specified on the drawings, but shall not be less than 1.5 times the nominal pipe diameter of the largest pipe, whichever is larger. A concentric reducer over the barrel shall have a 027205 Page 1 of 6 Rev 3-25-2015 minimum inside diameter of 31.75 inches at the top, unless otherwise indicated on the drawings. B. Manhole Pipe Connectors Manhole pipe connectors for Sanitary Sewer Application shall be made of corrosion resistant plastic. The connector shall eliminate leaks around the pipe entering the manhole wall and shall permit pipe movement without loss of seal integrity, and shall be in conformance with ASTM D3212. Material for elastomeric seal in push -on joints shall meet the requirements of ASTM F477. Material for rubber sleeve shall meet the requirements of ASTM C443. Manhole pipe connectors between 4 inches and 15 inches shall be Inserta Tee from Fowler Mfg., or approved equal. Manhole pipe connection for Storm Sewer Application shall be made with Ram-Nek flexible plastic gasket material as manufactured by K.T. Snyder Company of Houston, Texas, or approved equal, and wrapped with Class 'A' Subsurface Drainage Geotextile, AASHTO M288. C. Manhole Base Concrete shall be Class 'A' in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". Caulk for seal between fiberglass manhole and concrete cast -in-place base shall be Epo-Flex epoxy (gun grade consistency) as manufactured by Dewey Supply of Corpus Christi, Texas, or approved equal. Precast reinforced concrete manhole base shall be in accordance with the requirements of ASTM C478, as shown on the construction plans and detail drawings. D. Inflow Inhibitors Inflow inhibitors shall be installed in sanitary manholes. They shall be of 316 stainless steel with an equivalent thickness of not less than 18 gauge, and load tested in excess of 3000 pounds. The inhibitor shall rest on the lip of the seating surface of the manhole ring and shall not exceed a depth of 6.5 inches. The seating surface of the inhibitor shall have an attached gasket on the weight-bearing side. The inhibitor shall have a gas relief valve made of Nitrite and shall operate at a one (1) psi differential pressure. The inhibitor shall be fitted with a handle of 3/16 plastic coated stainless steel cable attached to the insert body with a 6# 316 stainless steel rivet. The inhibitor shall be constructed of materials that withstand highly corrosive sewer gases. E. Ring and Cover Manhole ring and cover for all manholes shall be for street application and shall be as indicated on the drawings. Manholes 5 feet in diameter and larger shall require a nominal 3 - foot ring and cover, as specified on the drawings. HDPE adjustment rings are to be used for 027205 Page 2 of 6 Rev 3-25-2015 grade adjustments. A maximum of 18" of adjustment rings may be utilized. F. Flowable Grout Flowable grout (or flowable fill) shall consist of a mixture containing Portland cement, fly ash, sand, water, and "Darafill" admixture (or approved equivalent), in the amounts shown below (or otherwise proportioned to provide 100 psi compressive strength at 28 days), to achieve a paste -like consistency immediately prior to placing the flowable grout. The flowable grout mixture shall be supplied by an approved ready -mix supplier. The manufacturer's representative shall be consulted for any final adjustments to improve the flowability of the mixture. Commercially produced flowable grout may be used with approval of the Engineer. 100 lbs/ CY Portland Cement 300 lbs/ CY Fly Ash 2100 lbs/ CY Sand 250 lbs/ CY Water 6 oz/ CY "Darafill" admixture, as manufactured by Grace Construction Products, or approved equivalent. 4. CONSTRUCTION METHODS General: The limits of excavation shall allow for placing and removing forms, installing sheeting, shoring, bracing, etc. The Contractor shall pile excavated material in a manner that will not endanger the work and will avoid obstructing sidewalks, driveways, power poles, drainage structures, streets, etc. Subgrade under manhole footings shall be compacted to not less than 95% Standard Proctor density. Vertical Sides: When necessary to protect other improvements, the Contractor shall maintain vertical sides on the excavation. The limits shall not exceed three feet outside the footing on a vertical plane parallel to the footing except where specifically approved otherwise by the Engineer. The Contractor shall provide and install any sheeting, shoring, and bracing as necessary to provide a safe work area as required to protect workmen, structures, equipment, power poles, etc. The Contractor shall be responsible for the design and adequacy of all sheeting, shoring and bracing. The sheeting, shoring, and bracing shall be removed as the excavation is backfilled. Sloping Sides: In unimproved areas where sufficient space is available, the Contractor will be allowed to back slope the sides of the excavation. The back slope shall be such that the excavation will be safe from caving. Safety requirements shall govern the back slope used. De -watering: The Contractor shall keep the excavation free from water by use of cofferdams, bailing, pumping, well pointing, or any combination, as the particular situation may warrant. All de -watering devices shall be installed in such a manner as to provide clearance for construction, removal of forms, and inspection of exterior of form work. It is the intent of these specifications that the foundation be placed on a firm dry bed. The foundation bed shall be kept in a de -watered condition for a sufficient period of time to 027205 Page 3of6 Rev 3-25-2015 insure the safety of the structure, but in no case shall de -watering be terminated sooner than seven (7) days after placing concrete. All de -watering methods and procedures are subject to the approval of the Engineer. The excavation shall be inspected and approved by the Engineer before work on the structure is started. The Contractor shall provide a relatively smooth, firm foundation bed for footings and slabs that bear directly on the undisturbed earth without additional cost to the City, regardless of the soil conditions encountered. The Engineer will be the sole judge as to whether these conditions have been met. The Contractor shall pile excavated material in a manner that will not create an unsafe condition. Unauthorized Over -Excavation: Excavation for slabs, footings, etc., that rest on earth, shall not be carried below the elevation shown on the drawings. In the event the excavation is carried below the indicated elevation, the Contractor shall bring the slab, footing, etc., to the required grade by filling with concrete. Wall Preparation for Pipe Penetrations: For sanitary sewer application, pipe penetrations for pipe sizes 4 -inch through 1 5 -inch shall be made with appropriately sized core drill bits recommended by the manufacturer. Pipe penetrations other than described above and as authorized by the Engineer shall be made as follows: cut shall be equal to the outside diameter of pipe to pass through it, plus 1/2 inch. Cuts are to be made using electric or gasoline powered circular saw with masonry blade. Impact type tools shall not be used. Handling: Manholes shall be handled and stored in a safe manner as necessary to prevent damaging either the manhole or the surroundings. If manhole must be moved by rolling, the ground which it traverses shall be smooth and free of rocks, debris, etc. Manholes shall be lifted as specified by the manufacturer. Height Adjustment: If necessary, utilize HDPE adjustment rings to adjust the manhole to the correct grade elevation. A maximum of 18" of adjustment rings may be utilized. Installation: Lower manhole into wet concrete until it rests at the proper elevation, and a minimum of six (6) inches into concrete, then plumb. Backfill Material: Unless shown otherwise on the drawings, initial backfill around manholes (from subgrade to five feet (5') above the top of the concrete footing) shall be flowable grout. The remaining final backfill around manholes shall be cement -stabilized sand, or approved equal, containing a minimum of 2 sacks of standard Type I or Type II Portland cement per cubic yard of sand, free of large hard lumps, rock fragments or other debris. The material shall be free of large lumps or clods which will not readily break down under compaction. This material shall be subject to approval by the Engineer. Backfill material shall be free of vegetation or other extraneous material. Topsoil should be stockpiled separately and used for finish grading around the structure, if necessary. 027205 Page4of6 Rev 3-25-2015 Schedule of Backfilling: The Contractor may begin backfilling around manhole as soon as the concrete has been allowed to cure and the forms removed. Compaction: Backfill shall be placed in layers not to exceed 6 inches compacted thickness and mechanically tamped to at least 95% Standard Proctor density (ASTM D698). Backfill shall be placed in such a manner as to prevent any wedging action against the structure. Contractor shall follow operational requirements for bypass pumping as set forth in City Standard Specification Section 027200 "Control of Wastewater Flows". 5. TESTING Manholes shall be tested for leakage by either of two tests as specified by the Engineer. Water Leakage Test: The Contractor shall provide water, labor, and materials for testing. Testing shall be as follows: 1. With sewers plugged, the manhole shall be filled with water. 2. The manhole shall be checked after 24 hours have elapsed. 3. Water loss shall not exceed 2.4 gallons per foot of depth for the 24-hour period for 4 -foot diameter manholes, or 3.0 gallons per foot of depth for the 24-hour period for 5 -foot diameter manholes. Water loss shall not exceed 0.6 gallon per foot of diameter per foot of depth for the 24-hour period for all sizes of sanitary manholes. 4. If the manhole is within 9 feet of a waterline that is not or cannot be encased, the manhole shall be tested for no leaks and no noticeable loss of water shall be experienced for the 24-hour period. If water loss is excessive, the Contractor shall correct the problem and the manhole shall be retested. Vacuum Test: Vacuum testing shall be in accordance with City Standard Specification Section 027203 "Vacuum Testing of Wastewater Manholes and Structures". 6. GRADE ADJUSTMENT OF EXISTING FIBERGLASS MANHOLES The adjustment of the ring and cover is to be achieved by removal or addition of HDPE grade adjustment rings that rest above the fiberglass corbel. If the ring and cover must be lowered to the extent that the new elevation cannot be achieved by removal of adjustment rings and it is necessary to remove a section of the fiberglass manhole, this work shall be done as described below. Note that manhole repair kits are available for this work. Remove the appropriately sized section of the existing manhole from the vertical manhole wall at least 6 inches below the seam where the corbel meets the vertical wall. 027205 Page 5of6 Rev 3-25-2015 Excavate evenly around the manhole as required. Mark, cut and remove the required section of the manhole. Make a square cut as necessary for a good butt splice. Grind and clean ends of fiberglass that are to be re -united. Replace and align the top. Fiberglass a 6 -inch strip along the outside seam all around with two layers of mat with one layer of woven roving sandwiched between. After the outside has set, go on the inside and fill any voids in the seam with epoxy or material provided by the manhole manufacturer for use in such application. After the putty has set, fiberglass a 6 -inch strip on the inside as previously done on the outside. After curing, backfill with cement -stabilized sand, as described above, compacted to a minimum of 95% Standard Proctor density (ASTM D698) or as directed by the Engineer or his designated representative. 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, fiberglass manholes shall be measured per each for each size (diameter) of manhole indicated. Payment shall be made at the unit price bid and shall fully compensate the Contractor for all materials, labor, tools, equipment, and incidentals required to complete the work. Payment shall include, but not be limited to; excavation, dewatering, compaction, concrete foundation, manhole assembly, connections, cast iron frame and cover, adjustment to finish grade, concrete work, backfill, leakage testing, bypass pumping, and other work as required to complete the fiberglass manhole. Extra depth for a sanitary manhole over 6 feet in depth will be measured by the vertical foot of depth in excess of 6 feet and bid as "Extra Depth for Manhole (Wastewater)". Rehabilitation of existing manholes with fiberglass inserts shall be measured by each individual structure rehabilitated, and paid for at the unit price bid per each, of the size, type and depth specified, complete in-place, and meeting the approval of the Engineer. "Complete in-place" shall mean all labor, materials, tools, equipment and incidentals necessary to furnish and install the rigid fiberglass manhole inserts, make connections, grout the annular space with flowable grout, backfilling, leakage testing, and adjust the manholes to finish grade. 027205 Page 6of6 Rev 3-25-2015 SECTION 027402 REINFORCED CONCRETE PIPE CULVERTS 1. DESCRIPTION This specification shall govern the furnishing and placing of reinforced concrete pipe culverts and the material and incidental construction requirements for reinforced concrete pipe sewers. The culvert pipe shall be installed in accordance with the requirements of these specifications to the lines and grades shown on the plans, and shall be of the classes, sizes and dimensions shown thereon. The installation of pipe shall include all joints or connections to new or existing pipe, headwalls, etc., as may be required to complete the work. 2. MATERIALS 1. General. Except as modified herein, materials, manufacture and design of pipe shall conform to ASTM C-76 for Circular Pipe. All pipe shall be machine made or cast by a process which will provide for uniform placement of the concrete in the form and compaction by mechanical devices which will assure a dense concrete. Concrete shall be mixed in a central batch plant or other approved batching facility from which the quality and uniformity of the concrete can be assured. Transit mixed concrete will not be acceptable for use in precast concrete pipe. 2. Design. All pipe shall be Class III (Wall "B") unless otherwise specified on the plans. The shell thickness, the amount of circumferential reinforcement and the strength of the pipe shall conform to the specified class as summarized in ASTM C-76 for Circular Pipe. 3. Sizes and Permissible Variations. a. Variations in diameter, size, shape, wall thickness, reinforcement, placement of reinforcement, laying length and the permissible underrun of length shall be in accordance with the applicable ASTM Specification for each type of pipe as referred to previously. b. Where rubber gasket pipe joints are to be used, the design of the Joints and Permissible Variations in Dimensions shall be in accordance with ASTM C-443. 4. Workmanship and Finish. Pipe shall be substantially free from fractures, large or deep cracks and surface roughness. The ends of the pipe shall be normal to the walls and centerline of the pipe within the limits of variations allowed under the applicable ASTM specification. 5. Curing. Pipe shall be cured in accordance with the applicable ASTM Specification for each type of pipe as referred to above. 6. Marking. The following information shall be clearly marked on each section of pipe: 027402 Page 1 of 7 Rev 3-25-2015 a. The class of pipe. b. The date of manufacture. c. The name or trademark of the manufacturer. d. Marking shall be indented on the pipe section or painted thereon with waterproof paint. 7. Minimum Age for Shipment. Pipe shall be considered ready for shipment when it conforms to the requirements of the tests specified herein. 8. Inspection. The quality of materials, the process of manufacture, and the finished pipe shall be subject to inspection and approval by the Engineer at the pipe manufacturing plant. In addition, the finished pipe shall be subject to further inspection by the Engineer at the project site prior to and during installation. 9. Causes for Rejection. Pipe shall be subject to rejection on account of failure to conform to any of the specification requirements. Individual sections of pipe may be rejected because of any of the following: a. Fractures or cracks passing through the shell, except for a single end crack that does not exceed the depth of the joint. b. Defects that indicate imperfect proportioning, mixing and molding. c. Surface defects indicating honeycombed or open texture. d. Damaged ends, where such damage would prevent making a satisfactory joint. 10. Repairs. Pipe may be repaired if necessary, because of occasional imperfections in manufacture or accidental injury during the handling, and will be acceptable if, in the opinion of the Engineer, the repairs are sound and properly finished and cured and the repaired pipe conforms to the requirements of the specifications. 11. Rejections. All rejected pipe shall be plainly marked by the Engineer and shall be replaced by the Contractor with pipe that meets the requirements of these specifications. Such rejected pipe shall be removed immediately from the worksite. 12. Jointing Materials. Unless otherwise specified on the plans, the Contractor shall have the option of making the joints by any of the following methods: a. Ram-Nek, a pre -formed plastic base joint material manufactured by K. T. Knyder Company, Houston, Texas, or an approved equal. Use of Talcote as joint material will not be not permitted. Ram-Nek joint material and primer shall be supplied for 027402 Page 2 of 7 Rev 3-25-2015 use on pipe in the following sizes, which is the minimum that will be required. Additional Ram-Nek may be required if, in the opinion of the Engineer, a proper joint is not secured. Pipe Size Primer Per 100 Jts. Cut Lengths Per Joint 12" 1.5 gals. 11/2 pcs 1" x 2'-5" 15" 1.9 gals. 2 pcs 1" x 2'-5" 18" 2.7 gals. 11/2 pcs 11/2 " x 3'-5" 21" 3.8 gals. 2 pcs 11/2 " x 3'-5" 24" 6.2 gals. 2 pcs 11/2 " x 3'-5" 30" 8.5 gals. 21/2 pcs 11/2 " x 3'-5" 36" 9.5 gals. 3 pcs 13/4" x 3'-5" 42" 12.0 gals. 31/2 pcs 13/4" x 3'-5" 48" 15.0 gals. 4 pcs 13/4" x 3'-5" 54" 20.0 gals. 41/2 pcs 13/4" x 3'-5" 60" 25.0 gals. 5 pcs 13/4" x 3'-5" 66" 30.0 gals. 51/2 pcs 13/4" x 3'-5" 72" 32.0 gals. 6 pcs 2" x 3'-5" 84" 35.0 gals. 7 pcs 2" x 3'-5" b. TYLOX Types "C", "C -P" or "CR" rubber gaskets, as applicable, as manufactured by Hamilton Kent Manufacturing Company, Kent, Ohio, or approved equal. All gaskets, lubricants, adhesives, etc., shall be manufactured, constructed, installed, etc., as recommended by the manufacturer of the rubber gasket material and conform to ASTM Designation: C-443. In addition, the Contractor shall furnish to the City, for approval, manufacturer's brochures detailing the complete use, installation, and specifications of concrete pipe and rubber gaskets before any rubber gasket material is used on the project. All rubber gaskets shall be fabricated from synthetic rubber. c. Cement Mortar is prohibited from jointing pipe except at manholes, pipe junctions, etc., or where specifically approved by the Engineer. d. Geotextile for wrapping pipe joints shall be Class "A" subsurface drainage type in accordance with AASHTO M288. 027402 Page 3 of 7 Rev 3-25-2015 3. CONSTRUCTION METHODS Reinforced concrete pipe culverts shall be constructed from the specified materials in accordance with the following methods and procedures: 1. Excavation. All excavation shall be in accordance with the requirements of City Standard Specification Section 022020 "Excavation and Backfill for Utilities," except where tunneling or jacking methods are shown on the plans or permitted by the Engineer. When pipe is laid in a trench, the trench, when completed and shaped to receive the pipe, shall be of sufficient width to provide free working space for satisfactory bedding and jointing and thorough tamping of the backfill and bedding material under and around the pipe. The Contractor shall make such temporary provisions as may be necessary to insure adequate drainage of the trench and bedding during the construction operation. Pipe shall be placed such that the identification markings are visible at the top prior to backfill. 2. Bedding. The pipe shall be bedded in accordance with the bedding details shown on the drawings. Bedding shall not be measured for pay, but shall be subsidiary to other work. If the subgrade of the trench is unstable, even if this condition occurs at relatively shallow depths, full encasement of the pipe with crushed stone shall be required. 3. Laying Pipe. Unless otherwise authorized by the Engineer, the laying of pipe on the prepared foundation shall be started at the outlet (downstream) end with the spigot or tongue end pointing downstream, and shall proceed toward the inlet (upstream) end with the abutting sections properly matched, true to the established lines and grades. Where bell and spigot pipe are used, cross trenches shall be cut in the foundation to allow the barrel of the pipe to rest firmly upon the prepared bed. These cross trenches shall be not more than two inches larger than the bell ends of the pipe. Proper facilities shall be provided for hoisting and lowering the sections of pipe into the trench without disturbing the prepared foundation and the sides of the trench. The ends of the pipe shall be carefully cleaned before the pipe is placed. As each length of pipe is laid, the mouth of the pipe shall be protected to prevent the entrance of earth or bedding material. The pipe shall be fitted and matched so that when laid in the bed, it shall form a smooth, uniform conduit. When elliptical pipe with circular reinforcing or circular pipe with elliptical reinforcing is used, the pipe shall be laid in the trench in such position that the markings "TOP" or "BOTTOM" shall not be more than 5 degrees from the vertical plane through the longitudinal axis of the pipe. For pipe over 42 inches in diameter, the Contractor may drill two holes not larger than 2 inches in diameter, in the top of each section of the pipe, to aid in lifting and placing. The holes shall be neatly drilled, without spalling of the concrete, and shall be done without the cutting of any reinforcement. After the pipe is laid, the holes shall be filled with mortar and properly cured, and placed such that they are visible from the top for inspection prior to backfill. Multiple installations of reinforced concrete pipe shall be laid with the center lines of 027402 Page 4 of 7 Rev. 3-25-2015 individual barrels parallel. When not otherwise indicated on plans, the following clear distances between outer surfaces of adjacent pipe shall be used. Diameter of Pipe 18" 24" 30" 36" 42" 48" 54" 60" to 84" Clear Distance Between Pipes 0'-9" 0'-11" 1'-1" 1'-3" 1'-5" 1'-7" 1'-11" 2'-0" 4. Jointing. a. If the use of Portland cement mortar joints is allowed, all pipe shall be jointed tight and sealed with stiff mortar, composed of one part Portland cement and two parts sand, so placed as to form a durable water -tight joint. The installation shall be as required by the Engineer. b. Joints using Rubber Gaskets: Where rubber gasket pipe joints are required by the plans, the joint assembly shall be made according to the recommendations of the gasket manufacturer. Water -tight joints will be required when using rubber gaskets. c. Joints using Cold -Applied Preformed Plastic Gaskets shall be made as follows: A suitable prime of the type recommended by the manufacturer of the gasket joint sealer shall be brush -applied to the tongue and groove joint surfaces and the end surfaces and allowed to dry and harden. No primer shall be applied over mud, sand or dirt or sharp cement protrusions. The surface to be primed must be clean and dry when primer is applied. Before laying the pipe in the trench, the plastic gasket sealer shall be attached around the tapered tongue or tapered groove near the shoulder or hub of each pipe joint. The paper wrapper shall be removed from one side only of the two-piece wrapper on the gasket and pressed firmly to the clean, dry pipe joint surface. The outside wrapper shall not be removed until immediately before pushing the pipe into its final position. When the tongue is correctly aligned with the flare of the groove, the outside wrapper on the gasket shall be removed and the pipe shall be pulled or pushed home with sufficient force and power (backhoe shovel, chain hoist, ratchet hoist or winch) to cause the evidence of squeeze -out of the gasket material on the inside or outside around the complete pipe joint circumference. The extruded gasket material shall be smoothed out over the joint on the exterior and interior of the pipe. Any joint material pushed out into the interior of the pipe that would tend to obstruct the flow shall be removed. (Pipe shall be pulled home in a straight line with all parts of the pipe on line and grade at all times.) Backfilling of pipe laid with plastic gasket joints may proceed as soon as the joint has been inspected and approved by the Engineer. Special precautions shall be taken in placing and compacting backfill to 027402 Page 5 of 7 Rev 3-25-2015 avoid damage to the joints. When the atmospheric temperature is below 60 degrees F, plastic joint seal gaskets shall either be stored in an area warmed to above 70 degrees F, or artificially warmed to this temperature in a manner satisfactory to the Engineer. Gaskets shall then be applied to pipe joints immediately prior to placing pipe in the trench, followed by connection to previously laid pipe. d. Pipe Joints for storm sewers shall be wrapped with geotextile material. The geotextile wrap shall be at least 2 feet wide and shall be centered on each joint. 5. After the pipe has been placed, bedded and jointed as specified, filling and/or backfilling shall be done in accordance with the applicable requirements of City Standard Specification Section 022020 "Excavation and Backfill for Utilities." If unstable conditions are encountered, fully encase the pipe with crushed stone as described above. When mortar joints are allowed, no fill or backfill shall be placed until the jointing material has been cured for at least six (6) hours. Special precautions shall be taken in placing and compacting the backfill to avoid any movement of the pipe or damage to the joints. For side drain culverts and all other culverts where joints consist of materials other than mortar, immediate backfilling will be permitted. 6. Unless otherwise shown on the plans or permitted in writing by the Engineer, no heavy earth moving equipment will be permitted to haul over the structure until a minimum of 4 feet of permanent or temporary compacted fill has been placed thereon. Pipe damaged by the Contractor's equipment shall be removed and replaced by the Contractor at no additional cost. 7. Cleaning and Television Inspection. All enclosed reinforced concrete pipe and manholes installed on this project shall be cleaned and televised in accordance with City Standard Specification Section 027611 "Cleaning and Televised Inspection of Conduits." 4. MEASUREMENT Unless otherwise specified on the Bid Form, reinforced concrete pipe will be measured by the linear foot. Such measurement will be made between the ends of the pipe barrel along its central axis. Where spurs or branches, or connections to existing pipe lines are involved, measurement of the spur or new connecting pipe will be made from the intersection of its center axis with the outside surfaces of the pipe into which it connects. Where inlets, headwalls, catch basins, manholes, junction chambers, or other structures are included in lines of pipe, that length of pipe tying into the structure wall will be included for measurement but no other portion of the structure length or width will be so included. For multiple pipes, the measured length will be the sum of the lengths of the barrels measured as prescribed above. 027402 Page 6 of 7 Rev. 3-25-2015 5. PAYMENT Payment for reinforced concrete pipe measured as prescribed above will be made at the contract unit price bid per linear foot for the various sizes of "Reinforced Concrete Pipe" of the class specified. Payment shall be full compensation for furnishing and transporting the pipe; hauling and placing of earth cushion material where required for bedding pipe; for the preparation and shaping of beds; for hauling, placing and jointing of pipes; for furnishing and installing geotextile pipe joint wrapping; for end finish; for all connections to existing and new structures; for cleaning and television inspection; and for all other items of materials, labor, equipment, tools, excavation, backfill and incidentals necessary to complete the culvert or storm sewer in accordance with the plans and these specifications. 027402 Page 7 of 7 Rev 3-25-2015 SECTION 027404 CONCRETE BOX CULVERTS 1. DESCRIPTION This specification shall govern all work required for constructing, furnishing, and installing reinforced concrete box culverts required to complete the project. All reinforced concrete boxes for this project shall be precast concrete in accordance with TxDOT Standards for precast box culverts and the details shown on the drawings for the appropriate height of fill, and design shall conform to ASTM C1577. Alternate designs of precast boxes will be considered for approval upon submission of shop drawings detailing the box and certifications that the box, as designed, is structurally comparable to or better than the box shown in the contract drawings and is designed to support HS20 loading per ASSHTO M273. The shop drawings and certifications shall be signed and sealed by a Texas registered professional engineer. 2. MATERIALS 1. Concrete. Unless otherwise shown on the plans, Class "C" concrete shall be used for cast -in- place boxes, conforming to the requirements of City Standard Specification Section 030020 "Portland Cement Concrete" and City Standard Specification Section 038000 "Concrete Structures", except that Class "S" concrete will be required for top slabs of direct traffic cast - in -place boxes. Concrete for precast (machine -made) boxes shall meet the requirements of ASTM C76 Sections: "Cement", "Aggregates" and "Mixture", and shall have a minimum 28 -day compressive strength of 5,000 psi. 2. Reinforcement. Reinforcing steel shall conform to the requirements of City Standard Specification Section 032020 "Reinforcing Steel" and the details shown on the plans. 3. Jointing. Materials for jointing shall conform to the requirements of City Standard Specification Section 027402 "Reinforced Concrete Pipe Culverts". 4. Membrane Curing. Materials for membrane curing shall conform to City Standard Specification Section 038000 "Concrete Structures". 5. Geotextile. Geotextile fabric for wrapping joints shall be Class 1 geotextile for subsurface drainage with an average opening size (AOS) of 0.22mm and in accordance with AASHTO M288. 3. FABRICATION The requirement of City Standard Specification Section 030020 "Portland Cement Concrete" and City Standard Specification Section 038000 "Concrete for Structures" shall govern for cast -in-place 027404 Page 1 of 3 Rev. 10-30-2014 concrete box culverts and for precast (formed) boxes except where otherwise specified herein. Forms for precast (machine -made) boxes shall be made of steel. Forms for cast -in-place boxes and precast (formed) boxes may be either wood or steel. Forms shall be mortar -tight and of sufficient strength to prevent excessive bulging or misalignment of adjacent boxes. They shall be constructed to permit their removal without damage to the concrete. Offsets at form joints shall not exceed one-eighth inch (1/8"). Forms shall be clean and free of extraneous matter when concrete is placed. Positive means of supporting steel cages in place throughout forming and concrete placement shall be required and subject to the approval of the Engineer. Welding of reinforcing steel will be permitted only where shown on the plans. Welding shall be done by a qualified welder and shall conform to industry standards. Precast (machine -made) boxes shall be cast by a process which will provide for uniform placement of the concrete in the forms and compaction by mechanical devices which will assure dense concrete. Concrete shall be mixed in a central batch plant or other approved batching facility from which the quality and uniformity of the concrete can be assured. Transit mixed concrete shall not be acceptable for use in precast (machine -made) boxes. 4. TESTING AND CERTIFICATION 1. Physical Requirements. Precast boxes shall meet the requirement of ASTM C 1577. Testing shall be done by a materials engineering testing laboratory which meets the requirements for membership in the American Council of Independent Laboratories. 2. Fabrication Tolerances. Precast boxes shall conform to the following tolerances: When two box sections are fitted together on a flat surface, in proper alignment and in the position they will be installed, the longitudinal opening at any point shall not exceed one inch (1"). Not more than four lifting holes may be provided in each box to facilitate handling. They may be cast -in, cut into the fresh concrete after form removal or drilled, and shall not be more than 2 inches in diameter or 2 inches square. Cutting or displacement of the reinforcement will not be permitted. Spalled areas around the holes shall be repaired. Concrete boxes shall be given an "Ordinary Surface Finish" in accordance with Section 038000 "Concrete Structures". 3. Certification. Certification of quality shall be provided with each delivery of materials to the job site by the manufacturer. Certification shall be a written report by the materials engineering testing laboratory. 5. DEFECTS AND REPAIRS Fine cracks or checks on the surface of the member which do not extend to the plane of the nearest reinforcement will not be cause for rejection unless they are numerous and extensive. Cracks which extend into the plane of the reinforcing steel but are acceptable otherwise, shall be repaired in an 027404 Page 2 of 3 Rev. 10-30-2014 approved manner. Small damaged or honeycombed areas which are purely surficial in nature may be repaired. Excessive damage, honeycombing or cracking will be subject to structural review. Repairs shall be sound, properly finished, and cured in conformance with the pertinent specifications. When fine cracks or hairline cracks on the surface indicate poor curing practices, further production of precast boxes shall be discontinued until corrections are made and proper curing provided. 6. CONSTRUCTION METHODS Excavation and backfill shall be in accordance with City Standard Specification Section 022020 "Excavation and Backfill for Utilities" and City Standard Details for Stormwater. Bedding for precast concrete box culverts located under pavements shall consist of 6 inches of cement -stabilized sand containing a minimum of 11/2 sacks of Standard Type I or Type II Portland cement per cubic yard of sand and compacted to not less than 95% Standard Proctor density. Unless otherwise shown on the plans, the Contractor may use any of the jointing materials, except rubber gaskets, and shall comply with the jointing requirements specified in the City Standard Specification Section 027402 "Reinforced Concrete Pipe Culverts". All box joints shall be wrapped with geotextile fabric. The wrap shall be at least two (2) feet wide and centered on the joints. Lifting holes shall be filled with mortar or concrete and cured to the satisfaction of the Engineer. 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, concrete box culverts shall be measured by the linear foot for each size of box installed. The measurement will be made between the ends of the box along the centerline. For boxes used in the multiple barrel structures, the measured length will be the sum of the lengths of all barrels. Payment shall be made at the contract bid price and shall fully compensate the Contractor for furnishing, transporting and installing the box culverts; for bedding materials and bed preparation including compaction; for excavation and backfill of trenches; for all connections to existing and new structures; and for all labor, materials, tools, equipment and incidentals required to complete the work as shown on the contract drawings and as specified herein. 027404 Page 3 of 3 Rev. 10-30-2014 SECTION 027602 GRAVITY WASTEWATER LINES 1. DESCRIPTION This specification shall govern all work required for furnishing, handling and installing gravity wastewater lines required to complete the project. 2. MATERIALS A. Pipe and Fittings: 1. POLY -VINYL CHLORIDE (PVC) PIPE and fittings shall be in accordance with the following: 6" Gravity Sewer Pipe ASTM D3034 DR 26 8" Gravity Sewer Pipe ASTM D3034 DR 26 10" Gravity Sewer Pipe ASTM D3034 DR 26 12" Gravity Sewer Pipe ASTM D3034 DR 26 15" Gravity Sewer Pipe ASTM D3034 DR 26 18" Gravity Sewer Pipe ASTM F679 DR 26 24" Gravity Sewer Pipe ASTM F679 DR 26 30" Gravity Sewer Pipe ASTM F679 DR 26 36" Gravity Sewer Pipe ASTM F679 DR 26 PS115 42" Gravity Sewer Pipe ASTM F679 DR35 PS46 48" Gravity Sewer Pipe ASTM F679 DR35 PS46 Pipe and fittings shall have push -on compression gasket joints in accordance with ASTM D3212 and shall be a non -blue color. 2. POLY -VINYL CHLORIDE (PVC) PRESSURE PIPE shall be AWWA C900 or C905 integral green (non -blue color) with a minimum pressure rating of not less than 150 psi, made of Class 12454-A or Class 12454-B virgin compounds, as defined in ASTM D1784. One (1) 20 -ft. section of PVC pressure pipe, with appropriate adapters or as an encasing pipe over the carrier pipe, shall be used for gravity wastewater lines at all waterline crossings, and shall be centered under/ over the waterline as indicated on the drawings. Maintain a minimum of 2 feet vertical clearance between outsides of pipes where a new waterline crosses over a new non -pressurized wastewater line. Maintain a minimum of 6 inches vertical clearance between outsides of pipes where a new waterline crosses over a pressurized wastewater line. In all instances of water crossing wastewater, center a joint of water pipe over the wastewater pipe such that a minimum of 9 feet of horizontal offset exists from each water joint to the wastewater carrier pipe. 027602 Page 1 of 6 Rev. 7-1-2015 Alternatively, at waterline crossings, the PVC gravity wastewater pipe may be encased in a 20 -ft. joint of pressure pipe with a minimum pressure rating of 150 psi that is at least two nominal sizes larger than the carrier pipe. The carrier pipe shall be supported in the casing at five foot (5') intervals with spacers, or shall be filled to the spring line with clean washed sand. The casing pipe shall be centered under/ over the waterline as indicated on the drawings, and both ends of the casing shall be sealed with cement grout or manufactured seal. B. Bedding and Backfill Materials: 1. BEDDING AND INITIAL BACKFILL is that material from beneath the pipe to an elevation 12 inches above the top of the pipe. The bedding and initial backfill material shall be in accordance with Table 1 on Wastewater Standard Details, Sheet 3, unless otherwise specified. 2. FINAL BACKFILL is that material placed on the initial backfill. The material shall be in accordance with City Standard Specification Section 022020 "Excavation and Backfill for Utilities" and as shown on the standard details. 3. CONSTRUCTION METHODS A. Trench Excavation: See City Standard Specification Section 022020 "Excavation and Backfill for Utilities." B. Handling of Materials: 1. HANDLING AND CARE of pipe shall be the responsibility of the Contractor. Pipe shall be unloaded at the point of delivery, hauled to and distributed at the site by the Contractor. Materials shall be handled with care and in accordance with the manufacturer's recommendations. 2. STORAGE AND SECURITY of materials shall be provided by the Contractor. Any material delivered to the site that is not to be incorporated into the work within 10 working days shall be properly stored off the ground. Stacking and handling of materials shall be done as recommended by the manufacturer. 3. REJECTED OR DEFECTIVE materials are those having cracks, flaws or other defects. Rejected materials shall be marked by the Engineer and removed from the job site by the end of the day by the Contractor. 4. DISTRIBUTION OF MATERIALS at the work site shall be allowed provided that they are incorporated into the work within 10 working days. Materials shall not be placed on private property, unless written permission has been obtained from the owner by the Contractor. Materials shall not be placed within five feet of the back of curb or edge of pavement without permission of the Engineer or the designated representative. 027602 Page 2 of 6 Rev. 7-1-2015 C. Alignment and Grade: 1. All pipe shall be laid and maintained to the required line and grade. 2. NO DEVIATIONS from design line and grade shall be allowed, unless authorized by the Engineer. 3. The Contractor shall provide offsets and cut sheets. The Contractor may use batter boards, laser, or other approved methods necessary to construct the wastewater line to design line and grade. D. Pipe Placement: 1. GENERAL: Proper implements, tools, etc., shall be used by the Contractor for safe and efficient execution of work. All pipes shall be carefully lowered into the trench by suitable equipment in such a manner as to prevent damage. Under no circumstances shall pipe be dropped or dumped into the trench. The Contractor shall not lay pipe in the trench until the bedding and condition of the trench have been approved by the Engineer. The trench shall be free of water and maintained in that condition until the pipe has been laid, the joints have been completed, and the initial backfill has been completed. All pipe markings shall be placed face up for inspection prior to backfill. 2. CLEAN PIPE: All foreign matter or dirt shall be removed from the interior of the pipe before lowering pipe into trench. The interior of pipe shall be maintained free of dirt during the remaining installation operations. E. Jointing Pipe: POLY -VINYL CHLORIDE (PVC) PIPE shall have mating surfaces of the gasketed joint wiped clean of dirt and foreign matter. A lubricant recommended by the coupling manufacturer shall be applied to the bell and spigot mating surfaces just prior to joining. The spigot shall then be centered on grade into the bell of the previous pipe and shall be shoved home to compress the joint and to assure a tight fit between the inner surfaces. Pipe shall not be assembled in reverse order by pushing bell onto spigot. When the pipe is being thusly installed, bell holes shall be excavated in the bedding material. When the joint has been made, the bell hole shall be carefully filled with material to provide for adequate support of the pipe. The spigot shall be centered within 1/4 inch of the home line marked on the spigot. F. Bedding and Initial Backfill: POLY -VINYL CHLORIDE (PVC) PIPE: Bedding and initial backfill of PVC pipe shall be in accordance with the details provided in the drawings. Bedding shall be well tamped regardless of type. The type of bedding required shall depend upon the depth of cut and ground water condition and shall be as specified below: 027602 Page 3 of 6 Rev. 7-1-2015 BOTTOM OF TRENCH IN GROUNDWATER Depth of Cut Required Bedding Less than 20 feet Over 20 feet Gravel or Crushed Stone Crushed Stone BOTTOM OF TRENCH NOT IN GROUND WATER Depth of Cut Required Bedding Less than 15 feet Less than 20 feet Over 20 feet Sand, Gravel, or Crushed Stone Gravel or Crushed Stone Crushed Stone G. Final Backfill: See City Standard Specification Section 022020 "Excavation and Backfill for Utilities." H. Bypass Pumping: Contractor shall follow operational requirements for bypass pumping as set forth in Specification Section 027200 Control of Wastewater Flows. 4. TESTING AND CERTIFICATION A. Leakage Testing: (Required for all types of pipe) 1. EQUIPMENT FOR LEAKAGE TESTING shall be furnished and installed by the Contractor. The Contractor shall test the entire system for leaks. This work shall be witnessed by the Engineer. 2. POLY -VINYL CHLORIDE (PVC) PIPE shall be tested in accordance with Uni- Bell Plastic Pipe Association - Standard UNI -B-6 "Recommended Practice for Low - Pressure Air Testing of Installed Sewer Pipe"; the requirements of which are summarized by the following equation: T = 0.00237D2L [Equation 1] Where: T = Minimum allowable time (seconds) for a pressure drop of one (1) psi gage pressure D = Nominal pipe diameter (inches) L = Length of pipe run (feet) The test section shall be plugged and subjected to a test pressure not in excess of five (5) psi. The time required for a one (1) psi pressure drop shall be measured and shall not exceed the value obtained in Equation 1 above. 027602 Page 4 of 6 Rev. 7-1-2015 B. Deflection Testing: (Required for PVC Pipe) 1. EQUIPMENT FOR DEFLECTION TESTING shall be provided by the Contractor. Mandrels shall be provided by the Contractor and will be of machined rigid corrosion -resistant pipe with a length not less than 1.5 diameters. Mandrels will be sized for SDR 26 PVC pipe at 5% deflection. The outside diameter of the standard mandrels shall be as follows: Nominal Size (inches) Mandrel O.D. (inches) 8 7.11 10 8.87 12 10.55 15 12.90 18 15.76 21 18.56 24 20.87 27 23.51 30 27.14 2. TESTING shall be done by the Contractor and witnessed by the Engineer. All pipe shall be tested for deflection no less than 30 days after placement of backfill. The Contractor may wish to check pipe immediately after backfilling for job control. However, this shall not qualify as acceptance testing. No pipe can be tested for formal acceptance until it has been in place, complete with backfill, for at least 30 days. 3. Belly: Pipe shall be rejected if belly exceeds 5% based on the readings from the video inspection. C. Retesting: ANY DEFECTIVE WORK OR MATERIALS shall be corrected or replaced by the Contractor and retested. This shall be repeated until all work and materials are acceptable D. Cleaning and Televising: All wastewater lines and manholes installed on this project shall be cleaned and televised in accordance with Standard Specification Section 027611 "Cleaning and Televised Inspection of Conduits". 5. SOIL BORINGS The City does not assume responsibility for subsurface information. Soil data and other subsurface information, if shown on the drawings or in the appendix, are without warranty as to correctness of fact or interpretation. 027602 Page 5 of 6 Rev. 7-1-2015 6. BRACING AND SHORING Trenching operation shall comply with Worker Safety Requirements for Excavation and Trenching Operations. If, for whatever reason, the trench width at the top of pipe must exceed that width indicated in the bedding details, the Contractor shall modify bedding as required by the Engineer to accommodate the additional load on the pipe. 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, gravity wastewater lines shall be measured by the linear foot for each size and depth of wastewater line installed, as follows: A. Between centers of manholes. B. From the center of a manhole to the end of the line. C. From the end of an existing stub to the end of the line or center of the existing manhole. Depth shall be measured from flow line of pipe to ground surface over centerline of the pipe at the time of construction. Measurements to be made at manholes, at intervals not to exceed fifty feet, and at breaks in ground profile. Bedding shall not be measured for pay, but shall be considered subsidiary to pipe, unless included as a separate bid item in the Bid Form. Unless otherwise specified on the Bid Form, de -watering shall not be measured for pay, but shall be considered subsidiary unless included as a separate bid item in the Bid Form for well -pointing. Payment shall be full compensation for all labor, materials, equipment, pipe, bedding, de -watering, hauling, trench excavation and backfill, leakage and deflection testing, cleaning, televising, bypass pumping, and all cleaning up and other incidentals necessary to install the pipe complete in-place. 027602 Page 6 of 6 Rev. 7-1-2015 SECTION 027604 DISPOSAL OF WASTE FROM WASTEWATER CLEANING OPERATIONS 1. SCOPE: This specification governs all work required for disposal of waste from wastewater cleaning operations required to complete the project. 2. METHODS: Grit, rubble, dislodged bricks and other such inorganic waste that is removed during cleaning shall not be allowed to continue down stream of the operation. Organic solids that remain in suspension would be allowed to continue downstream through the wastewater system. A weir or other suitable trap shall be installed and maintained by the Contractor for the collection of such waste. This material shall be de -watered and delivered by the Contractor to a facility that is authorized to receive it. If this material is free of organic sludge and is sufficiently de -watered to pass the paint filter test, it would be acceptable for disposal at the Elliott Sanitary Landfill subject to prior approval of the facility and the associated disposal fees. The Contractor has the option of using the City's de -watering facilities. The City has six drying beds, each with a 1 -foot high containment wall each with an area of about 2,300 square feet. These drying beds are at the Greenwood Wastewater Treatment Plant, 1541 Saratoga. The Contractor would be required to haul and handle the material to, at and from the facility as well as the restoration of drying beds. Restoration of the drying beds includes the removal of all the de - watered material and the replacement of the existing sand bed with new sand. All work required within the treatment plant, including the replacement of sand shall be in accordance with the requirements set forth by the Plant Supervisor. The use of the drying beds would be subject to prior approval of the facility and the associated de -watering fees. If the City's facilities are used for de -watering or disposal of waste, the Contractor shall be responsible for making contact with the appropriate Solid Waste or Wastewater Officials or both, making all arrangements for the use of City facilities, scheduling of delivery and pickup, etc. Materials and handling operations shall meet the requirements set forth by said Officials. Failure to meet these requirements shall be cause for rejection of the materials by either the landfill or the treatment plant operations. Proper disposal of this waste shall be responsibility of the Contractor. The Contractor shall provide the Engineer with written documentation of the proper disposal of this waste. 3. MEASUREMENT & PAYMENT: Unless otherwise specified on the Bid Form, this work shall be considered subsidiary to the project. 027604 Page 1 of 1 Rev. 10-30-2014 SECTION 027606 WASTEWATER SERVICE LINES 1. SCOPE: This specification governs all work and materials necessary to construct the wastewater service lines required to complete the project. Wastewater service lines are those lines, constructed in public right-of-way, from the service tee on the main up to and including the cleanout at the property line. 2. MATERIALS: Pipe and fittings for wastewater service lines shall be PVC in accordance with ASTM D2665 and ASTM D3311 with a minimum size of 4 inches. Solvent cement for PVC shall comply with ASTM D2564. No co -mingling of different materials except through the use of proper adaptors. Adaptors shall have a stainless steel or fiberglass shear ring. 3. CONSTRUCTION METHODS: Where possible, service tees or wyes shall be placed along the main as required for services (no taps). The minimum size pipe for services shall be 4 -inch diameter for residential and 6 -inch diameter for commercial. Minimum slope for 4 -inch pipes shall be 1/8 inch per foot (S=1%), and minimum slope for 6 -inch pipes shall be 1/16 inch per foot (S= 0.5%). Wastewater service lines shall cross under water mains. The Contractor shall be responsible for establishing alignment and maintaining grade for the proposed service. Trenches shall be excavated in such a manner that will minimize damage to surface improvements. After installation, the excavated material shall be tamped into the trench to not less than the density specified in City Standard Specification Section 022020 "Excavation and Backfill for Utilities," and the surface restored to a condition acceptable to the Engineer. Wastewater service lines shall be bored, jetted or jacked under sidewalks, driveways, and other such improved surfaces, unless otherwise authorized by the Engineer. Service lines shall be leakage tested with the wastewater main. Contractor shall follow operational requirements for bypass pumping as set forth in Specification Section 027200 Control of Wastewater Flows 027606 Page 1 of 2 Rev. 10-30-2014 4. MEASUREMENT AND PAYMENT: Unless otherwise specified on the Bid Form, wastewater service lines shall be measured as individual units for each connection made to the main. Payment shall include, but not be limited to, the line from the tee on the main to, and including, the cleanout at the property line. Payment shall be full compensation for all labor, materials, equipment, trench safety, bypass pumping and incidentals necessary for wastewater service lines required to complete the project. 027606 Page 2 of 2 Rev. 10-30-2014 SECTION 027611 CLEANING AND TELEVISED INSPECTION OF CONDUITS 1. SCOPE This specification shall govern for all work, equipment, supervision and materials required to provide for cleaning and remote CCTV inspection and documentation of wastewater or other lines and manholes as required. 2. TECHNICAL REQUIREMENTS 2.1 General Closed circuit television inspection will typically be done under one or more of the conditions listed below. Requirements for on-screen labeling during each line segment set up, televising, video file labeling and hard copy inspection reports will be specifically addressed. The Contractor shall neither request nor receive assistance from the City, in the performance of work described in this specification. Unless otherwise specified and at Contractors expense, the Contractor shall provide for the control of wastewater flows and monitoring of the collection system for back-ups and surcharges, while flow control devices are in place. It shall be the responsibility of the Contractor(s) to adhere to all applicable OSHA rules and regulations while performing any and all City -related projects or jobs (to include, but not necessarily limited to "Confined Space Entry". 2.2 Inspection Equipment and Methods Electronic media shall be used to record the condition of all the segments of the mains and the manholes, tap locations and unusual situations during inspection. The inspection imaging shall be made on color professional grade DVD format for each line segment. All observations will require both audio and on-screen display. The camera shall transit through the wastewater line in either direction at a speed not greater than 30 feet per minute, stopping as necessary to permit proper documentation of the wastewater line's condition. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. A television camera with pan and tilt capability will be required. The camera, television monitor, and other components of the video systems shall be capable of producing picture quality to the satisfaction of the City. The capture system shall have the capability of recording, digitizing and storing single frames of video images and "real time" live video, as well as collecting, storing and printing wastewater line inspection data for graphic display and report generation. The imaging capture system shall store digitized picture images, have the ability to export picture files to industry standard formats (jpg, bmp, and tif), be transferable to DVD and be printed at no cost to the City. Use of proprietary software is discouraged; however, if the Contractor provides the software and 027611 Page 1 of 8 Rev. 3-25-2015 three licenses to the City, proprietary software COMPATIBLE with the City's GIS and existing database systems in use may be approved. However, in every case all observations will be recorded using the City approved PACP codes. 2.3 Flow Control / By -Passing This procedure will be used on all previously accepted (City owned) line segments. Except for new wastewater line acceptance inspections, the line shall be dewatered during inspection. A water jet cleaning unit will normally be running in the line in advance of the television camera to allow the highest quality picture available. Dewatering shall remove standing water and fog from the line segment to provide 360 degree view of the pipe being televised. Too high water level or the camera being submerged will be grounds for rejection of the inspection. All wastewater flows from intersecting lines shall typically be controlled through the use of in-line plugs for vacuum trucks and are considered subsidiary to the inspection for all line sizes. Plugs in intersecting lines shall be installed by the Contractor with no assistance from the City. The Contractor shall also monitor the upstream system for back-ups and surcharges, which may lead to Sanitary Sewer Overflows (SSOs). The Contractor shall immediately report to the City Call Center 061) 826-2489 all sanitary sewer overflows. Flow Control devices shall be installed in accordance with all applicable OSHA requirements, including, but not necessarily limited to confined space protocol. 2.4 Evaluation of Existing Lines for Potential Repairs/Rehabilitation — Pre CCTV: Cleaning and televising using a CCTV camera may be needed to traverse each line segment from manhole to manhole as specified in the work order. When an obstruction prevents the camera from proceeding, the obstruction will be recorded on the initial setup and a reverse setup will be attempted to view the pipe and obstruction from the other side. If the camera fails to pass through the entire section, the inspection shall be considered complete and no additional inspection will be required. However, the line segment evaluation form, as well as the graphic report, shall note full line length and the length traveled from each manhole set-up. All inspection efforts on the line segment will be recorded on the same tape / disk. The Contractor must exert all reasonable effort to televise the entire length of a segment of wastewater line, or to assist the repair crews with usable information for point repair. Prior to transiting the line the video display initially is to include upstream and downstream manhole numbers, pipe size / material, adjacent street names and the date. During the transit the display must show the continuous distance from the insertion manhole with an accuracy of +1% of the actual length to help mark observations on the report form. The video must have narrative documentation of notable observations. The Inspection Report shall consist of condition observations recorded using City -approved computer software generated formats, generally conforming to NASSCO and PACP codes. Specifically, items considered notable include: deviations in alignment and grade; abnormal conditions of the pipe barrel and joints; locations 027611 Page 2 of 8 Rev 3-25-2015 and quantities of any sources of infiltration or inflow; dropped, broken, properly / improperly installed service taps; debris, roots or other impediments to flow and any other condition that may prevent either the proper completion of the inspection, or affect any proposed rehabilitation process. Evaluation of existing lines includes associated manhole inspection. 2.5 Evaluation After Repairs / Rehabilitation Post CCTV: Following repairs or rehabilitation to existing lines (by Contractor), a CCTV camera shall travel through required line segment to televise. The intent of this process is to inspect the interior of the line to determine the location of repairs, and extent of any unacceptable work. Prior to transiting the line the video display initially is to include upstream and downstream manhole numbers, pipe size / material, adjacent street names and the date. During the transit the display must show the continuous distance from the insertion manhole with an accuracy of +/- 1% of the actual length to help mark observations on the report form. Specifically, items such as detailed inspection of the repaired area using pan -and - tilt equipment will be shown in the Inspection Report, including digital photographs of acceptable or inadequate and/or questionable work. The video must include narrative documentation of notable observations, and be cross referenced to the Inspection Report. The Inspection Report shall consist of condition observations recorded using City -approved computer -software generated formats conforming to NASSCO and PACP codes. 2.6 New Pipeline Inspection: Upon completion of the installation of new lines, including any appurtenances such as manholes, service connections, etc., a CCTV camera shall traverse through each completed line segment. The intent of this process is to inspect the interior of the completed line to determine the location of service taps and extent of omissions and/or any unacceptable work on the pipeline or manholes, such as sags, infiltration, gapped joints, protruding gaskets, etc. Prior to transiting the line, the initial video shall initially include the upstream and downstream manhole designations, pipe size, project name and other pertinent information. When inspecting / documenting new wastewater line conditions, the Contractor must conduct a specific inspection for the presence of sags in the newly installed line. The approved method involves the use of an inclinometer on the camera. The belly tolerance is 5% or less for acceptable pipe installation. Any deviation from the 5% belly tolerance limit must be approved by the applicable Utility Operating Department. The graphic report will note the start and stop of sags and approximate maximum depth. During the transit the display must show the continuous distance from the insertion manhole with an accuracy of +1% of the actual length to help mark observations on the Inspection Report form. The video must include narrative documentation of notable observations, and be cross referenced to the Inspection 027611 Page 3 of 8 Rev. 3-25-2015 Report. The Inspection Report shall consist of condition observations recorded using approved computer -software generated formats. Specifically, items such as deviations in alignment and grade causing bellies / sags; abnormal conditions of the pipe barrel and joints; locations and quantities of any sources of infiltration or inflow; dropped, broken, properly / improperly installed service taps or any other condition that may assist the Utilities Department in determining the quality of the pipeline installation. 2.7 Manhole Inspection: A CCTV camera shall traverse the manhole from top to bottom to record the condition of the manhole and invert for structural condition and sources of infiltration on the manhole and invert. The initial video display must show the entry manhole number, location / street address, date and depth. a. The requirement is to commence capturing video at ground level. The video must be steady while panning and lowering to clearly record condition of the ring, corbel, the walls, and pipeline penetrations. The camera is to rotate during descent to inspect typical conditions and all penetrations. At the bottom of the manhole the complete invert will be inspected / viewed for infiltration and general condition. A washed out picture due to sunlight or shaking will be rejected for payment b. This manhole information may be retained on the same DVD if the line segment is also being investigated, or, if inspection is issued as a separate work order, a separate DVD and report will be required. As with pipeline inspection, digital photographs of key points of note must accompany the report and DVD. These would include seals on pipeline penetration, infiltration locations and other anomalies. c. The format of the Manhole Inspection Report will be as proposed by the Contractor and, following discussion, mutually approved by the Utilities Department and the Contractor. A sample form is included at the end of this specification. It will contain as a minimum: location & I.D.number manhole material condition of ring / cover condition of walls condition of pipe mouths condition of invert above invert penetrations 2.8 CCTV Set-up: manhole diameter depth of manhole evidence of infiltration presence of inflow inhibitor presence of coatings location: street / easement a. A CCTV set-up includes all of the work, equipment, supervision, personnel, and materials needed to traverse a line segment. 027611 Page 4of8 Rev. 3-25-2015 2.9 CCTV Reverse Set-up: A CCTV reverse set-up is an attempt to view the line segment from the other side due to an obstruction encountered during the initial set-up. 3. CLEANING REQUIREMENTS 3.1 Clean ALL debris such as dirt, gravel, rocks, grease, roots and other organic/inorganic debris from existing lines and manholes to allow for inspection to proceed. The Contractor will be required to clean the line segment using hydraulic equipment. The debris being removed from the pipeline shall be removed from the collection system at the receiving manhole, and not be allowed to be merely moved to the next line segment. Debris shall be properly disposed of in accordance with local, state and federal regulations. The Contractor shall have the option of dewatering debris removed from cleaning operations on this project at the Greenwood WWTP, located at 1541 Saratoga Blvd., Corpus Christi, Texas 78415. The Contractor shall coordinate with the City Utilities Department at all times (see also City Standard Specification Section 027604 Disposal of Waste from Wastewater Cleaning Operations. The City has six drying beds, each with a 1 -foot high containment wall each with an area of about 2,300 square feet. The Contractor would be required to haul and handle the material to, at and from the facility as well as the restoration of drying beds. Restoration of the drying beds includes the removal of all the de -watered material and the replacement of the existing sand bed with new sand. All work required within the treatment plant, including the replacement of sand shall be in accordance with the requirements set forth by the Plant Supervisor. The use of the drying beds would be subject to prior approval of the facility and the associated de -watering fees. If the City's facilities are used for de -watering or disposal of waste, the Contractor shall be responsible for making contact with the appropriate Solid Waste or Wastewater Officials or both, making all arrangements for the use of City facilities, scheduling of delivery and pickup, etc. Materials and handling operations shall meet the requirements set forth by said Officials. Contractor shall coordinate with the Wastewater Pre -Treatment Coordinator to acquire the appropriate manifest documentation and shall also provide a copy of the landfill disposal weight ticket/receipt to the Engineer. Failure to meet these requirements shall be cause for rejection of the materials by either the landfill or the treatment plant operations. Proper disposal of this waste shall be responsibility of the Contractor. The Contractor shall provide the Engineer with written documentation 027611 Page 5 of 8 Rev. 3-25-2015 of the proper disposal of this waste. The Contractor shall not be paid until this documentation is provided. 4. DELIVERABLES 4.1 The Contractor is required to provide the Engineer both narrated CCTV DVD and computer software -generated Inspection Report products, as a result of each inspection. Acceptable submissions become the property of the City. a. Quality Control: camera distortion, inadequate lighting, dirty or submerged lens and blurry or hazy pictures determined to be the fault of the Contractor will be cause for rejection of the inspection effort. If the quality of the deliverables does not meet with City approval, the Contractor shall repeat the documenting process at no cost to the City. b. DVD: for each inspection, one properly labeled color, professional grade, DVD, recorded in standard play (SP) mode, will be required. The DVD will display continuous distance from the insertion manhole, and include narrative observations at notable points, with correlating information shown in the Inspection Report. Labeling of the DVD(s) will include, either typed or neatly printed the following information on the dust cover: Project Name Street Name Tape Number Contractor Upstream MH # Downstream MH # Date Survey / Post / New Work Order # Pipe Size Material Project # c. Inspection Reports: inspection reports are to be from City -approved and software -generated formats on 81/2" x 11" paper, in color to improve definition of problem areas, and delivered with the DVD. Each report shall include the same information as noted for the DVD labels, plus the following additional information: pipe diameter, pipe material, manhole diameters & depths, whether this is a "reverse" set-up, direction of flow arrow, and total length of the pipeline. Notable observations are to be shown in the report as digital color photos, with up to four images per page. One report is required for each line segment. Note that the final approval for the use of the Contractor's proposed software will be needed before the first inspection. The Contractor shall submit to the City a sample of the proposed report for review and approval by the City. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Proposal, Pre -CCTV (Cleaning and Televised Inspection of existing lines to potentially be rehabilitated) and Post CCTV (Televised Inspection for acceptance of new lines or rehabbed lines) of Wastewater Lines shall not be measured for pay, but will be considered subsidiary to the appropriate bid item. 027611 Page 6 of 8 Rev. 3-25-2015 Cleaning and Televised Inspection of Wastewater Lines includes an inspection of all manholes entered, crossed, or associated with the line being inspected. Reverse CCTV Set -Up shall not be allowed for acceptance televising as obstructions should not be encountered in new pipe that would require the Contractor to relocate to another manhole (upstream or downstream) of the original manhole. 027611 Page 7 of 8 Rev. 3-25-2015 SAMPLE TELEVISED INSPECTION REPORT FORM CITY OF CORPUS CHRISTI TELEVISED INSPECTION REPORT DATA REQUIREMENTS [On screen at start of each set-up and on Inspection Report] City's Project Name City's Project Number Contractor/Operator Date /Time Televised DVD Number Upstream MH Location Downstream MH Location Upstream MH Number Downstream MH Number Upstream MH Depth Downstream MH Depth Pipe Size Pipe Material Pre -Rehab TV Y N Evaluation TV Y N Post -Rehab TV Y N Reverse Set-up Y N DISTANCE FROM ENTRY POINT OBSERVATIONS/COMMENTS DVD LABELING REQUIREMENTS lOn each DVD] City Project Name City Project No. Downstream Manhole No. Street Name Pre Post Other DVD No. Date/Time Made Contractor Upstream Manhole No. 027611 Page 8 of 8 Rev. 3-25-2015 SECTION 028020 SEEDING 1. DESCRIPTION This specification shall govern all work necessary for tilling, fertilizing, planting seeds, mulching, watering and maintaining vegetation required to complete the project. 2. MATERIALS 2.1 FERTILIZER: All fertilizer shall be delivered in bags or clearly marked containers showing the analysis, name, trademark and warranty. The fertilizer is subject to testing by the State Chemist in accordance with the Texas fertilizer law. Fertilizer shall have an analysis of 12-12-12 (percent of nitrogen, phosphoric acid and potash) as determined by the Association of Official Agricultural Chemists. Fertilizer shall be free flowing and uniform in composition. 2.2 SEED: Seed shall be labeled and meet the requirements of the Texas Seed Law. Labels shall indicate purity, germination, name and type of seed. Seed furnished shall be of the previous season's crop, and the date of analysis shown on each bag shall be within twelve months of delivery to the project. The quantity of "Commercial Seed" required to equal the quantity of "Pure Live Seed" shall be computed by the following formula: Commercial Seed = Pure Live Seed x 10,000 % Purity x % Germination The quantity of pure live seed and type required are indicated below. Mixture A or C shall be used for this project, depending on the time of the year planting is performed. LB/ACRE OF PURE LIVE SEED FOR MIXTURES COMMON NAME SCIENTIFIC NAME A B C Green Sprangletop Leptochloa Dubia 1.4 1.4 Sideoats Grama (premier) Bouteloua Curtipendula 0.6 0.6 Bermudagrass (Hulled) Cynodon Dactylon 7.0 7.4 Bermudagrass (Unhulled) Cynodon Dactylon 30.0 K -R Bluestem Andropogon Ischaemum 1.2 1.2 1.5 Buffalograss Buchloe Dactyloides 4.2 Annual Ryegrass Lolium Multiflorum 5.0 5.0 20.0 Mixture - A: Recommended for clay or tight soil planted between December 1 thru May 1. Mixture - B: Recommended for sandy soil planted between December 1 thru May 1. Mixture - C: Recommended for all soils planted between May 2 thru November 30. 028020 Page 1 of 4 Rev. 3-25-2015 2.3 MULCH: Mulch shall be either the straw type or wood cellulose fiber type. Straw Type mulch shall be of straw from stalks of domestic grain, Bermudagrass or cotton hulls, or other approved by the Engineer. Wood Cellulose Fiber Type mulch shall have no growth inhibiting ingredients and shall be dried with a moisture content less that 10% by weight. Fibers shall be dyed an appropriate color to facilitate visual metering and application of mulch. The cellulose fiber shall be manufactured so that after addition and agitation in slurry tank with fertilizers, seeds and other approved additives, the fibers in the material will become uniformly suspended to form a homogeneous slurry; when sprayed on the ground, the material shall form a uniform cover impregnated with seeds; the cover shall allow added water to percolate to the underlying soil. The fiber material shall be supplied in packages of not more than 100 lb. gross weight and shall be marked by the manufacturer to indicate the dry weight content. 2.4 EQUIPMENT: The fertilizing, seeding and/or mulching operations shall be accomplished with equipment suitable to the required function. It shall be of current design and in good operating condition. Special seeding and mulching equipment must also meet the following requirements: Seeder - Equipment for applying a seed -fertilizer mix shall be a hydraulic seeder designed to pump and discharge a waterborne, homogeneous slurry of seed and fertilizer. The seeder shall be equipped with a power driven agitator and capable of pressure discharge. Straw Mulch Spreader - Equipment used for straw mulch application shall be trailer mounted, equipped with a blower capable of 2000 r.p.m. operation, and that will discharge straw mulch material through a discharge boom with spout at speeds up to 220 feet per second. The mulch spreader shall be equipped with an asphalt supply and application system near the discharge end of the boom spout. The system shall apply asphalt adhesive in atomize form to the straw at a predetermined rate. The spreader shall be capable of blowing the asphalt -coated mulch, with a high velocity airstream, over the surface at a uniform rate, forming a porous, stable erosion -resistant cover. Wood Cellulose Fiber Mulch Spreader - Equipment used for this application of fertilizer, seeds, wood pulp, water and other additives shall have a built-in agitation system with sufficient capacity to agitate, suspend and homogeneously mix a slurry containing up to 40 lbs. of fiber plus the required fertilizer solids for each 100 gallons of water. It shall have sufficient agitation and pump capacity to spray a slurry in a uniform coat over the area to be mulched. 028020 Page 2 of 4 Rev. 3-25-2015 3. CONSTRUCTION METHODS 3.1 PREPARATION OF SEEDBED: The area to be treated along with requirements for seed, fertilizer and other treatments, shall be done as indicated on the drawings and as specified below. Clearing — Refer to City Standard Specification Section 021020, "Site Clearing and Stripping". Grading - Refer to City Standard Specification Section 021040, "Site Grading". Tilling - The area to be seeded shall be tilled to a depth of 4 to 6 inches by disking, plowing, or other approved methods until soil condition is acceptable. Topsoiling — If the native soils are not conducive to the establishment and maintenance of grass growth, or if called for on the drawings, topsoil shall be placed over the area to be seeded to a depth of 5 inches after tilling. Topsoil shall have a pH range of 5.5 to 7; shall contain between 2 and 20 percent organic material content in accordance with ASTM D5268; and shall be free of stones larger than one inch, debris, and extraneous materials harmful to plant growth. 3.2 FERTILIZING: Fertilizer shall be uniformly applied at a rate of 400 lb/acre, after tilling. Fertilizing and seeding shall be done concurrently. If seeds and fertilizer are distributed in a water slurry, the mixture shall be applied to the area to be seeded within 30 minutes after all the components have come into contact. 3.3 SEEDING: The seed mixture shall be uniformly distributed at the rate specified above. Broadcast Seeding - Seed shall be placed with fertilizer, after tilling. After planting, the area shall be rolled on contour with a corrugated roller. Straw Mulch Seeding - Seed shall be placed with fertilizer, after tilling. After placement of the seed and fertilizer mixture, straw mulch shall be uniformly placed at a rate of 2 tons per acre. As soon as the mulch has been spread, it shall be anchored to the soil a minimum depth of 3 inches by use of a heavy, dulled disk harrow, set nearly straight. Disks shall be set approximately 9 inches apart. Straw Mulch With Asphalt Seeding - Seed, fertilizer and straw mulch shall be placed as described in "Straw Mulch Seeding" with the following two exceptions: 1) An asphalt -water emulsion shall be applied to the mulch near the discharge end of the boom spout at a rate of 300 to 600 gallons per acre. 2) Mechanical anchoring by disking will not be required. Asphalt Mulch Seeding - The seed and fertilizer shall be placed as described for "Broadcast Seeding". After the area has been rolled, the area shall be watered sufficiently to assure a uniform moisture to a minimum depth of 4 inches. An asphalt -water emulsion shall be applied at a rate of 1500 to 1800 gallons per acre, immediately after watering. Asphalt shall be applied to the area in such a manner that a complete film is obtained and the finished surface shall be 028020 Page 3 of 4 Rev. 3-25-2015 comparatively smooth. Wood Cellulose Fiber Mulch Seeding - After tilling, mulch shall be applied. Wood cellulose fibers shall be added to the hydraulic seeder after the proportionate amounts of seed, fertilizer, water and other approved materials are added. Application shall be 1500 lb./acre on flats, 2000 lb./acre on slopes up to 3:1, and 2500 lb./acre on slopes steeper than 31 One hundred (100) pounds of fiber per acre shall be used when asphalt is to be applied over cellulose mulch. The mulch shall provide a uniform cover over the soil surface. Asphalt Over Wood Cellulose Fiber Mulch Seeding - "Wood Cellulose Fiber Mulch Seeding" shall be done as described above. After mulch has been placed, an asphalt -water emulsion shall be uniformly spread over the mulch at a rate of 1200 gallons per acre. 3.4 MAINTENANCE: The Contractor shall water, repair and reseed areas as required for a period of 45 days or until growth has been established, whichever is longer. This includes erosion damage. Maintenance does not include mowing or weed control, unless indicated on the plans. If at any time the seeded area becomes gullied or otherwise damaged, or the seeds have been damaged or destroyed, the affected portion shall be re-established to the specified condition prior to acceptance of the work. 3.5 GUARAN ILE: The Contractor shall assure 95% of the seeded area has established grass growth at 45 calendar days after seeding, unless indicated otherwise on the drawings. Where established, grass growth is defined as at least one plant per square foot with no bare spots larger than three (3) square feet. The Contractor shall re-establish grass growth as directed by the Engineer during the one-year warranty period. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, seeding will be measured by the horizontal square yard of area seeded within the areas designated on the drawings. Areas disturbed by the Contractor that are outside of the designated areas (such as field office, laydown/ storage area, stockpile areas, etc.) shall be seeded by the Contractor for erosion control per the stormwater pollution prevention plan but will not be measured for payment. Payment shall be full compensation for all labor, materials, tools, equipment and incidentals necessary to complete the work, and shall include, but not be limited to, tilling soil, topsoiling, fertilizing, planting, mulching, watering and maintaining vegetation. Payment shall be due and payable only after grass growth has been established as described above. 028020 Page 4 of 4 Rev. 3-25-2015 SECTION 028040 SODDING 1. DESCRIPTION This specification shall govern all work necessary for furnishing and placing sod as required to complete the project. 2. MATERIALS Fertilizer Sod: Water: All fertilizer used shall be delivered in bags or containers with clearly marked analysis. A granulated fertilizer shall be used with an analysis of 10-20-10. These figures represent the percent of nitrogen, phosphoric acid and potash nutrients, respectively, as determined by the methods of the Association of Official Agricultural Chemists. The rate of application shall be not less than 350 pounds per acre (7.23 lb. per 100 SY). In the event that it is necessary to substitute a fertilizer with a different analysis, it shall be granulated fertilizer with a lower concentration. The total nutrients applied per unit area shall not be less that the specified amount of each nutrient. Sod shall consist of live Bermuda grass with thickly matted roots throughout the soil and with a minimum thickness of 3 inches or 0.25 foot, or live St. Augustine with thickly matted roots throughout the soil with a minimum thickness of 1 inch or 0.08 foot. The Contractor shall not use sod where grass is thinned out. Grass shall be mowed and raked to remove all weeds and long stems prior to extraction at the source. Sod and soil shall be kept moist at all times during the sodding process. Care must be taken at all times to retain native soil on the root system. Water shall be free from oils, acids, alkalis, and salts that may inhibit grass growth. Unless indicated otherwise on the drawings, water shall be provided by the City and shall be transported and applied by the Contractor. 3. CONSTRUCTION METHODS Spot Sodding: Prior to planting, the area to be sodded shall be graded and shaped. Squares of sod with a minimum width of 3 inches shall be planted in rows on 15 -inch centers in both directions. Sod shall be placed so that it is firmly against the bottom of the hole, and the top of the sod shall not be more than 1/2 inch below finished grade. Soil shall be firmly packed against all sides of the sod. Soil shall not be allowed to cover the sod except for soil incidental to raking, provided that the quantity of soil is not enough to hinder the growth. Areas to be spot sodded shall be indicated on the drawing or as directed by the Engineer in field. After sod has been planted, the area shall be fertilized and watered. 028040 Page 1 of 2 Rev. 3-25-2015 Block Sodding: Prior to planting, the area to be sodded shall be graded and shaped. Sod blocks shall be uniformly placed over the prepared area. The sodded area shall then be fertilized and watered. After the area is sufficiently dry, the area shall be rolled or tamped to form a thoroughly compacted mat. Any voids in the mats shall be filled with additional sod and tamped. If, in the opinion of the Engineer, slopes may cause displacement, areas to be block sodded shall be indicated on the drawings or as directed by the Engineer in the field. Mulch Sodding: The sod source shall be disked in two directions cutting the sod thoroughly to a depth of not less than 4 inches or more than 10 inches, being careful to avoid having soil containing no grass roots. The disked sod may be windrowed or otherwise handled in a manner satisfactory to the Engineer. The material shall be rejected if not kept in a moist condition. Prior to placing mulch sod, the cut slopes shall be scarified by plowing furrows 4 inches to 6 inches deep along horizontal slope lines at 2 -foot vertical intervals. Excavated material from the furrows shall not protrude more than 3 inches above the original surface of the cut. Fertilizer shall be distributed uniformly over the area. The sod shall then be dumped upon the prepared area and spread uniformly to the required approximate thickness shown on the plans. Any section not true to lines and cross section shall be remedied by the addition of sod material. After the sod material has been spread and shaped, it shall be compacted with a corrugated roller of the "Cultipacker" type. All rolling of slope areas shall be on the contour. The area to be mulch sodded shall be indicated on the drawings or as directed by the Engineer in the field. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, spot sodding and block sodding shall be measured by the square yard taken in a horizontal plane. Payment shall include, but not be limited to, excavation, transporting, storing and placing of sod, and application of fertilizer and water. 028040 Page 2 of 2 Rev. 3-25-2015 SECTION 028300 FENCE RELOCATION 1. DESCRIPTION This specification shall govern all work necessary to accomplish the relocation of any fence that needs to be moved to complete this project. The necessity and the time schedule for relocation of any given fence shall be determined by the Engineer. 2. MATERIALS Whenever possible, all or part of the existing fence materials shall be used in constructing the relocated fence. Any materials damaged or destroyed as a result of removal of the fence from its existing location shall be replaced with materials of equal or better quality at the expense of the contractor. 3. CONSTRUCTION METHODS It is the intent of this specification that fences be reconstructed to original condition (condition at time just prior to commencement of construction on this project). Unless otherwise specified, no fence shall be replaced until the area surrounding its new location has been worked to its finished grade. Any fence that is damaged while being removed shall be repaired prior to being reset or replaced with like kind. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, fence relocation shall be measured by the linear foot of relocated fence (not fence removed from original location). Payment shall constitute full compensation for removal, replacement, necessary repairs, and all other work related to the relocation of fences. 028300 Page 1 of 1 Rev. 10-30-2014 SECTION 028320 CHAIN LINK FENCE 1. DESCRIPTION This specification governs for the design, construction, and the requirements of the component parts and accessories for chain link fence. 2. MATERIALS All materials shall meet the requirements as indicated below or as otherwise specified on the plans. 1. Fabric - The fabric width shall be as shown on the plans. The fabric shall be 9 gage wire woven into 2 -inch mesh hot -dip galvanized after fabrication. Fabric 48 inches and under shall be furnished with knuckling at one selvage and twisting and barbing at the other. Fabric 60 inches high and over shall have twisting and barbing on both selvages. Except as herein provided, chain link fence fabric shall conform to the specifications of ASTM Designation: A392, Class I. 2. Barbed Wire - Barbed wire shall conform to ASTM A121, unless specified otherwise. Barbed wire shall consist of three strands of 121/2 gage wire with 14 gage point barbs spaced approximately 5 inches apart. Galvanizing for barbed wire shall conform to ASTM Designation: A121, Class 2. 3. Posts, Braces and Gates - Steel pipe used for posts, braces and gate frames shall conform to the specifications of ASTM Designation: A120. Steel sections shall be of good commercial quality weldable steel. Posts, frames and braces shall be as specified below or as otherwise specified. (a) Line Posts 1. 2 -inch nominal diameter steel pipe. 2. 17/8 -inch 21/4 -inch "H" section of high carbon steel; minimum weight 4.1 pounds per linear foot. (b) End and Corner Posts 1. 21/2" nominal diameter steel pipe. 2. 21/" square tubular steel; minimum weight 5.79 pounds per linear foot. 028320 Page 1 of 4 Rev. 10-30-2014 (c) Swing Gate Posts Swing and gate posts shall conform to ASTM Designation: A120 and shall be in the following sizes: Pipe Size Square fO.D. Nominal) (Tubular) Gate Length 2.875in. 2.5in. Upto6feet 4.O in. 3.O in. 7 feet to 12 feet 6.625 in. - 13 feet and above (d) Gate Frames Gate frames shall be standard heavy type, welded, watertight, rigid frame with adequate internal bracing and tension members to prevent sagging. Furnish hinges, latches, stops, keepers and similar items as approved. Gates to swing open 180 degrees with keepers to hold gates in open position. Furnish latches with provisions for padlocking. On gates of 4 -foot length or less, provide latches that automatically engage when gate is swung shut. The size of gate frame members shall be as follows unless otherwise specified. Gates shall be provided with a positive means of maintaining the gate in the closed position. Use and Section Frame for fabric 6' and less, and leaf widths not exceeding 8' O. D. or Dimensions, Nominal Round Square 1.66" 1.5" Frame for fabric over 6' or gate leafs over 8' width 1.9" 2.0" Internal braces 1.66" 1.5" Top rails and post braces 1.66" 4. Top Rails - Top rails shall be 1.66 inches O.D. nominal tubular; lengths of not less than 18 feet conforming to ASTM Designation: A120 and shall be fitted with couplings for connecting the lengths into a continuous run. The couplings shall be not less than 6 inches long, with 0.070 inch minimum wall thickness, and shall allow for expansion and contraction of the rail. The top rail shall pass through the base of line post barbed wire extension arm and fasten securely to terminal posts. 028320 Page 2 of 4 Rev. 10-30-2014 5. Bracing - Bracing shall be provided for each gate, corner, pull and end post for use when top rail is omitted or with fabric over 6 feet, and shall consist of round tubular steel, 1.66 inches O.D. nominal conforming to ASTM Designation: A120. Bracing shall extend to each adjacent line post at approximately mid -height of the fabric. A truss consisting of a rod not less than 3/8 inch nominal diameter from the line post back to the gate, corner, pull or end post with a turnbuckle or other approved method of adjustment shall also be included. 6. Barbed Wire Extension Arm - Use standard 45 degree, 3 wire, barbed wire extension arms on posts, except end and gate posts on which use standard post top. Provide hole for top rail. Barbed wire extension arms shall conform to ASTM Designation: A153. 7. Tension Wire - If top rail is not specified, a top tension wire shall be provided. Spiraled or crimped tension wire shall be not less than #7 gage and shall conform to ASTM Designation: A116, Class 3. Ties or clips shall be provided for attaching each wire to the fabric at intervals not exceeding 2 feet. 8. Stretcher Bars - Stretcher bars shall not be less than 3/16 by 3/4 inch steel conforming to ASTM Designation: A153. Stretcher bars shall not be less than 2 inches shorter than the full height of the fabric with which they are used. One stretcher bar shall be provided for each gate and end post and two for each corner and pull post. 9. Ties, Bands or Clips - Ties of 9 gage steel wire shall be provided in sufficient number for attaching the fabric to all line posts at intervals not exceeding 15 inches. Bands or clips of adequate strength shall be provided in sufficient number for attaching the fabric and stretcher bars to all terminal posts at intervals not exceeding 15 inches. Tension bands and brace bands shall be formed from flat or beveled steel and shall have a minimum thickness of 0.115 inch and a minimum width of 7/8 inch, and shall conform to ASTM Designation: A153. 3. CONSTRUCTION METHODS Maximum post spacing shall be 10 feet unless specified otherwise. Concrete footings shall be Class "A" Concrete (see City Standard Specification Section 030020 "Portland Cement Concrete") of the following dimensions: Type Fabric Hole Hole Post of Post Height Diameter Depth Embedment Line 3'-4' 6" 24" 21" Line 5' 8" 30" 27" Line 6'-12' 9" 38" 36" Terminal 3'-5' 10" 32" 30" Terminal 6'-12' 12" 38" 36" 028320 Page 3 of 4 Rev. 10-30-2014 Erect fencing to follow natural ground surface, but adjust minor irregularities in grade as directed. Construct fence to true alignment. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, chain link fence shall be measured by the linear foot of fence measured at the bottom of the fabric along the centerline of fence from center to center of terminal posts, excluding gates. Gates will be measured per each gate, complete in place. Payment shall be by the linear foot, as measured above, for the height specified unless otherwise specified. Gates will be paid for as measured above and as described in the Bid Form unless otherwise specified. Payment shall be full compensation for furnishing and installing all materials, and for all labor, tools, equipment and incidentals required to construct the fence as required by the plans and these specifications. 028320 Page 4 of 4 Rev. 10-30-2014 SECTION 028370 BARBED WIRE FENCE 1. DESCRIPTION This specification shall govern all work required for furnishing and installing all barbed wire fences and gates required to complete the project. 2. GENERAL Barbed wire fences shall be Class D four -strand barbed wire in accordance with FAA Item F-161 (10/24/74). 3. MATERIALS Wire. a. Woven Wire (Zinc -coated). The woven wire fencing shall be 7 -bar, 26 -inch field fence with top and bottom wires No. 10 ASW gauge, and filler and stay wire No. 12 1/2 ASW gauge. Stay wires shall be spaced 6 inches apart. All wire shall be smooth galvanized steel wire conforming to Fed. Spec. RR -F-221, Type B. All wires shall be two -dip and spaced to match existing fencing. b. Barbed Wire (Zinc -coated). Zinc coated barbed wire shall be two -strand twisted No. 12 1/2 ASW gauge galvanized steel wire with 4 -point barbs of No. 14 ASW gauge galvanized steel wire. All wire shall conform to Fed. Spec. RR -F221, Type A. The barbs shall be spaced approximately 4 inches apart. The wire will be placed in the same number and at the same heights as the existing adjoining fence c. Barbed Wire (Copper -covered). Copper -covered steel barbed wire shall conform to Fed. Spec. RR -F221, Type A. d. Barbed Wire (Aluminum -coated). Aluminum -coated steel barbed wire shall be two strand twisted No. 12 1/2 ASW gauge. The 4 -point barbs of No. 14 ASW gauge aluminum -coated steel wire shall be spaced approximately 5 inches apart. The steel wire shall have a tensile strength of between 60,000 and 80,000 pounds per square inch and the aluminum coating shall have a minimum weight of 0.30 ounce per square foot of wire surface on the No. 12 1/2ASW gauge line wire and 0.25 ounce per square foot of wire surface on the No. 14 ASW gauge barbs. The wire will be placed in the same number and at the same heights as the existing adjoining fence 028370 Page 1 of 4 Rev. 10-30-2014 e. Bracing Wire (Zinc -coated). Wire used for cable for bracing shall be No. 9 smooth galvanized soft wire. Fence Posts, Gates, Rails, Braces and Accessories. These items, when specified, shall conform to the requirements of Fed. Spec. RR -F-183 and shall be zinc coated. Concrete. Concrete shall be Class B in accordance with City Standard Specification Section 030020. 4. CONSTRUCTION METHODS General. The fence shall be constructed in the locations shown on the plans and as specified herein using new materials, and all work shall be performed in a workmanlike manner satisfactory to the Engineer. The route of the fence is indicated on the drawings. The existing fence with the exception of gates shall become property of the Contractor and shall be removed from the site. The new fence shall be placed along the right-of-way or easement line. The Contractor shall span the opening below the fence with barbed wire fastened to stakes of the required length at locations of small natural or drainage ditches where it is not practical to conform the fence to the general contour of the ground surface. The new fence shall be permanently tied to terminals of existing fences whenever required by the Engineer. The finished fence shall be plumb, taut, true to line and ground contour, and complete in every detail. When directed, in order to keep stock on adjoining property enclosed at all times, the Contractor shall arrange the work so that construction of the new fence will immediately follow the removal of existing fences. The length of unfenced section at any time shall not exceed 300 feet or such length that the stock can be kept in the proper field. The work shall progress in this manner and at the close of the working day the newly constructed fence shall be tied to the existing fence. Any openings in the fence shall be guarded when stock is using the adjoining property. Clearing Fence Line. The site of the fence shall be sufficiently cleared of obstructions, and surface irregularities shall be grades so that the fence will conform to the general contour of the ground. The fence line shall be cleared to minimum width of 10 feet on each side of the centerline of the fence. This clearing shall consist of the removal of all stumps, brush, rocks, trees, or other obstructions which will interfere with proper constructions of the fence. The area shall be mowed. Stumps within the cleared area of the fence shall be removed. When shown on the plans or as directed by the Engineer, the existing fences, which coincide with or are in a position to interfere with the new fence locations shall be removed by the Contractor as part of the construction work unless such removal is listed as a separate item in the bid schedule. All holes remaining after post and stump removal shall be refilled with suitable soil, gravel, or other material acceptable to the Engineer and shall be compacted properly with tampers. The work shall include the handling and disposal of all material cleared, excavated or removed, regardless of the type, character, composition, or condition of such material encountered. 028370 Page 2 of 4 Rev. 10-30-2014 Installing Posts. All posts shall be spaced at 16'-6" maximum spacing. Corner, brace, anchor, end, and gate posts shall be set in concrete bases as shown on the plans. The top of the base shall be slightly above the ground surface, trowel finished, and sloped to drain. Holes of full depth and size for the concrete bases for posts shall be provided even if blasting of rock or other obstructions is necessary. All line posts may be either driven or set in dug holes to a penetration of 3 feet. All post setting shall be done carefully and to true alignment. Dirt removed for placing posts, anchor bars, flanges, etc., shall be replaced, tamped, and leveled. When posts are driven, care shall be exercised to prevent marring or buckling of the posts. Damaged posts shall be replaced at the Contractor's expense. No extra compensation will be made for rock excavation. Rock excavation shall not be grounds for extension of time. Bracing. All corner, anchor, end, and gateposts shall be braced. Anchor posts shall be set at approximately 500 -foot intervals and braced to the adjacent posts. Installing Wire. All barbed wire and woven wire shall be placed on the same side of the posts as the existing adjoining fence, or as directed, at the same height and number as the existing adjoining fence. The woven wire shall be carefully stretched and hung without sag and with true alignment. Care shall be taken not to stretch the wire so tightly that it will break in cold weather or pull up corner and/or brace posts. All horizontal wires shall be fastened securely to each post by fasteners or clips designed for use with the posts furnished. The woven wire shall be wrapped around all end posts, corner posts and gate posts, and the ends of all horizontal wires shall be tied with snug, tight twists. The wire shall be secured to prevent slipping up and down the post. Barbed wire strands shall be stretched and each strand secured to each post to prevent slipping out of line or becoming loose. At all end posts, corner posts and gate posts, the barbed wire shall be securely wrapped and anchored once about the post from the outside and secured against slipping by tying the ends with snug, tight twists. However, on spans of less than 100 feet, both ends of the span need not be wrapped around the posts. The bottom wire of the woven wire fencing shall clear the ground by not more than 4 inches or less than 1 inch at any place. Splicing Wire. Splicing in barbed wire and woven wire will be permitted if made with an approved galvanized bolt -clamp splice or a wire splice made as follows: The ends of each wire shall be carried 3 inches past the splice tool and wrapped around the other wire for at least six turns in opposite directions. After the tool is removed, the space occupied by it shall be closed by pulling the ends together. The unused ends of the wire shall be cut close to make a neat, workmanlike job. Existing Fence Connections. Wherever the new fence joins an existing fence, either at a corner or at the intersection of straight fence lines, a corner post or anchor post shall be set at the junction and braced and anchored the same as herein described for corner posts. If the connection is made at other than the corner of the new fence, the last span of the old fence shall contain a brace span. 028370 Page 3 of 4 Rev. 10-30-2014 Gates. See the gate schedule in the drawings for location, size and description of proposed gate work where new gates are required. Gates will typically be cantilever type roller gates. The Contractor shall submit shop drawings of the gate and assembly for pre -approval by the Engineer prior to bid openings. The gate and assembly shall meet the following general requirements: Gates shall be of the double gate type with a combined clear opening of 30 feet. Roller assembly shall be of a type designed to support the gate without ground rollers. Rollers shall be mounted on steel gatepost with a minimum diameter of 4 inches. Gatepost shall be placed in 12" diameter post holes excavated to a minimum depth of 48 inches. Gatepost shall be embedded in a hole a minimum of 36" with the remainder of the hole being filled with Class B concrete. The gate frame shall be constructed of galvanized steel pipe with a minimum diameter of 2 inches for exterior member and 1-5/8 inches for internal braces. The size of the gate frame shall be approximately 3'-6" x 22'-0". The gate barrier wire shall be NE 6 gauge 2" wire. The gate shall be installed with a lock assemble located at the center of the 30 foot opening. The lock assemble shall provide lateral support and be doweled into concrete at mid -opening and shall not obstruct traffic when the gate is open. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, Barbed Wire Fence shall be measured and paid for under City Standard Specification Section 028300 "Fence Relocation", and shall be full compensation for furnishing all materials and for all preparation, erection, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item. 028370 Page 4 of 4 Rev. 10-30-2014 SECTION 030020 PORTLAND CEMENT CONCRETE 1. DESCRIPTION This specification shall govern for the materials used; for the storing and handling of materials; and for the proportioning and mixing of concrete for culverts, manholes, inlets, curb and gutter, sidewalks, driveways, curb ramps, headwalls and wingwalls, riprap, and incidental concrete construction. The concrete shall be composed of Portland cement, aggregates (fine and coarse), admixtures if desired or required, and water, proportioned and mixed as hereinafter provided. 2. MATERIALS (1) Cement The cement shall be either Type I, II or III Portland cement conforming to ASTM Designation: C150, modified as follows: Unless otherwise specified by the Engineer, the specific surface area of Type I and II cements shall not exceed 2000 square centimeters per gram (Wagner Turbidimeter — TxDOT Test Method Tex -310-D). For concrete piling, the above limit on specific surface area is waived for Type II cement only. The Contractor shall furnish the Engineer, with each shipment, a statement as to the specific surface area of the cement expressed in square centimeters per gram. For cement strength requirements, either the flexural or compressive test may be used. Either Type I or II cement shall be used unless Type II is specified on the plans. Except when Type II is specified on the plans, Type III cement may be used when the anticipated air temperature for the succeeding 12 hours will not exceed 60°F. Type III cement may be used in all precast prestressed concrete, except in piling when Type II cement is required for substructure concrete. Different types of cement may be used in the same structure, but all cement used in any one monolithic placement shall be of the same type and brand. Only one brand of each type will be permitted in any one structure unless otherwise authorized by the Engineer. Cement may be delivered in bulk where adequate bin storage is provided. All other cement shall be delivered in bags marked plainly with the name of the manufacturer and the type of cement. Similar information shall be provided in the bills of lading accompanying each shipment of packaged or bulk cement. Bags shall contain 94 pounds net. All bags shall be in good condition at time of delivery. All cement shall be properly protected against dampness. No caked cement will be accepted. Cement remaining in storage for a prolonged period of time may be retested and rejected if it fails to conform to any of the requirements of these specifications. 030020 Page 1 of 13 Rev. 10-30-2014 (2) Mixing Water Water for use in concrete and for curing shall be free from oils, acids, organic matter or other deleterious substances and shall not contain more than 1000 parts per million of chlorides as CL nor more than 1000 parts per million of sulfates as SO4. Water from municipal supplies approved by the State Health Department will not require testing, but water from other sources will be sampled and tested before use in structural concrete. Tests shall be made in accordance with the "Method of Test for Quality of Water to be Used in Concrete" (AASHTO Method T26), except where such methods are in conflict with provisions of this specification. (3) Coarse Aggregate Coarse aggregate shall consist of durable particles of gravel, crushed blast furnace slag, crushed stone, or combinations thereof; free from frozen material or injurious amount of salt, alkali, vegetable matter, or other objectionable material either free or as an adherent coating; and its quality shall be reasonably uniform throughout. It shall not contain more than 0 25 percent by weight of clay lumps, nor more than 1.0 percent by weight of shale, nor more than 5 percent by weight of laminated and/or friable particles when tested in accordance with TxDOT Test Method Tex -413-A. It shall have a wear of not more than 40 percent when tested in accordance with TxDOT Test Method Tex -410-A. Unless otherwise specified on the plans, coarse aggregate will be subjected to five cycles of the soundness test in accordance with TxDOT Test Method Tex -411-A. The loss shall not be greater than 12 percent when sodium sulfate is used, or 18 percent when magnesium sulfate is used. Permissible sizes of aggregate shall be governed by Table 4 and Table 1, except that when exposed aggregate surfaces are required, coarse aggregate gradation will be as specified on the plans. When tested by approved methods, the coarse aggregate, including combinations of aggregates when used, shall conform to the grading requirements shown in Table 1. 030020 Page 2 of 13 Rev. 10-30-2014 TABLE 1 Coarse Aggregate Gradation Chart Percent Retained on Each Sieve Aggregate Grade No. Nominal Size 2-1/2 In. 2 In. 1-1/2 In. 1 In. 3/4 In. 1/2 In. 3/8 In. No. 4 No. 8 1 2 in. 0 Oto 20 15 to 50 60 to 80 95 to 100 2 (467)* 1-1/2 in. 0 0 to 5 30 to 65 70 to 90 95 to 100 4 (57)* 1 in. 0 0 to 5 40 to 75 90 to 100 95 to 100 8 3/8 in. 0 Oto 5 35 to 80 90 to 100 *Numbers in parenthesis indicate conformance with ASTM C33. The aggregate shall be washed. The Loss by Decantation (TxDOT Test Method Tex -406-A) plus the allowable weight of clay lumps, shall not exceed one percent, or the value shown on the plans, whichever is smaller. (4) Fine Aggregate Fine aggregate shall consist of clean, hard, durable and uncoated particles of natural or manufactured sand or a combination thereof, with or without a mineral filler. It shall be free from frozen material or injurious amounts of salt, alkali, vegetable matter or other objectionable material and it shall not contain more than 0.5 percent by weight of clay lumps. When subjected to the color test for organic impurities (TxDOT Test Method Tex -408-A), it shall not show a color darker than standard. The fine aggregate shall produce a mortar having a tensile strength equal to or greater than that of Ottawa sand mortar when tested in accordance with TxDOT Test Method Tex -317-D. Where manufactured sand is used in lieu of natural sand for slab concrete subject to direct traffic, the acid insoluble residue of the fine aggregate shall be not less than 28 percent by weight when tested in accordance with TxDOT Test Method Tex -612-J. When tested by approved methods, the fine aggregate or combination of aggregates, including mineral filler, shall conform to the grading requirements shown in Table 2. 030020 Page 3 of 13 Rev. 10-30-2014 TABLE 2 Fine Aggregate Gradation Chart Percent Retained on Each Sieve Aggregate Grade No. 3/8 In. No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 1 0 0 to 5 0 to 20 15 to 50 35 to 75 70 to 90 90 to 100 97 to 100 NOTE 1: Where manufactured sand is used in lieu of natural sand, the percent retained on the No. 200 sieve shall be 94 to 100. NOTE 2: Where the sand equivalent value is greater than 85, the retainage on the No. 50 sieve may be 70 to 94 percent. Fine aggregate will be subjected to the Sand Equivalent Test (TxDOT Test Method Tex -203-F). The sand equivalent shall not be less than 80 nor less than the value shown on the plans, whichever is greater. For concrete Classes 'A' and 'C', the fineness modulus as defined below for fine aggregates shall be between 2.30 and 3.10. The fineness modulus will be determined by adding the percentages by weight retained on the following sieves, and dividing by 100; Nos. 4, 8, 16, 30, 50 and 100. (5) Mineral Filler Mineral filler shall consist of stone dust, clean crushed sand, or other approved inert material. (6) Mortar (Grout) Mortar for repair of concrete shall consist of 1 part cement, 2 parts finely graded sand, and enough water to make the mixture plastic. When required to prevent color difference, white cement shall be added to produce the color required. When required by the Engineer, latex adhesive shall be added to the mortar. (7) Admixtures Calcium Chloride will not be permitted. Unless otherwise noted, air -entraining, retarding and water -reducing admixtures may be used in all concrete and shall conform to the following requirements: A "water -reducing, retarding admixture" is defined as a material which, when added to a concrete mixture in the correct quantity, will reduce the quantity of mixing water required to produce concrete of a given consistency and will retard the initial set of the concrete. A "water -reducing admixture" is defined as a material which, when added to a concrete mixture in the correct quantity, will reduce the quantity of mixing water required to produce concrete of a 030020 Page 4 of 13 Rev. 10-30-2014 given consistency. (a) Retarding and Water -Reducing Admixtures. The admixture shall meet the requirements for Type A and Type D admixture as specified in ASTM Designation: C494, modified as follows: (1) The water -reducing retarder shall retard the initial set of the concrete a minimum of 2 hours and a maximum of 4 hours, at a specified dosage rate, at a temperature of 90°F. (2) The cement used in any series of tests shall be either the cement proposed for specific work or a "reference" Type I cement from one mill. (3) Unless otherwise noted on the plans, the minimum relative durability factor shall be 80. The air -entraining admixture used in the referenced and test concrete shall be neutralized Vinsol resin. (b) Air -Entraining Admixture. The admixture shall meet the requirements of ASTM Designation: C260, modified as follows: (1) The cement used in any series of tests shall be either the cement proposed for specific work or a "reference" Type I cement from one mill. (2) Unless otherwise noted on the plans, the minimum relative durability factor shall be 80. The air -entraining admixture used in the referenced concrete shall be neutralized Vinsol resin. 3. STORAGE OF CEMENT All cement shall be stored in well -ventilated weatherproof buildings or approved bins, which will protect it from dampness or absorption of moisture. Storage facilities shall be ample, and each shipment of packaged cement shall be kept separated to provide easy access for identification and inspection. The Engineer may permit small quantities of sacked cement to be stored in the open for a maximum of 48 hours on a raised platform and under waterproof covering. 4. STORAGE OF AGGREGATE The method of handling and storing concrete aggregate shall prevent contamination with foreign materials. If the aggregates are stored on the ground, the sites for the stockpiles shall be clear of all vegetation and level. The bottom layer of aggregate shall not be disturbed or used without recleaning. 030020 Page 5 of 13 Rev. 10-30-2014 When conditions require the use of two or more sizes of aggregates, they shall be separated to prevent intermixing. Where space is limited, stockpiles shall be separated by physical barriers. Methods of handling aggregates during stockpiling and subsequent use shall be such that segregation will be minimized. Unless otherwise authorized by the Engineer, all aggregate shall be stockpiled at least 24 hours to reduce the free moisture content. 5. MEASUREMENT OF MATERIALS The measurement of the materials, except water, used in batches of concrete, shall be by weight. The fine aggregate, coarse aggregate and mineral filler shall be weighed separately. Where bulk cement is used, it shall be weighed separately, but batch weighing of sacked cement will not be required. Where sacked cement is used, the quantities of material per batch shall be based upon using full bags of cement. Batches involving the use of fractional bags will not be permitted. Allowance shall be made for the water content in the aggregates. Bags of cement varying more than 3 percent from the specified weight of 94 pounds may be rejected, and when the average weight per bag in any shipment, as determined by weighing 50 bags taken at random, is less than the net weight specified, the entire shipment may be rejected. If the shipment is accepted, the Engineer will adjust the concrete mix to a net weight per bag fixed by an average of all individual weights which are less than the average weight determined from the total number weighed. 6. CLASSIFICATION AND MIX DESIGN It shall be the responsibility of the Contractor to furnish the mix design, using a coarse aggregate factor acceptable to the Engineer, for the class(es) of concrete specified. The mix shall be designed by a qualified concrete technician to conform with the requirements contained herein and in accordance with the THD Bulletin C-11. The Contractor shall perform, at his own expense, the work required to substantiate the design, except the testing of strength specimens, which will be done by the Engineer. Complete concrete design data shall be submitted to the Engineer for approval. It shall also be the responsibility of the Contractor to determine and measure the batch quantity of each ingredient, including all water, so that the mix conforms to these specifications and any other requirements shown on the plans. Trial batches will be made and tested using all of the proposed ingredients prior to placing the concrete, and when the aggregate and/or brand of cement or admixture is changed. Trial batches shall be made in the mixer to be used on the job. When transit mix concrete is to be used, the trial designs will be made in a transit mixer representative of the mixers to be used. Batch size shall not be less than 50 percent of the rated mixing capacity of the truck. Mix designs from previous or concurrent jobs may be used without trial batches if it is shown that 030020 Page 6 of 13 Rev. 10-30-2014 no substantial change in any of the proposed ingredients has been made. The coarse aggregate factor shall not be more than 0.82, except that when the voids in the coarse aggregate exceed 48 percent of the total dry loose volume, the coarse aggregate factor shall not exceed 0.85. The coarse aggregate factor shall not be less than 0.70 for Grades 1, 2 and 3 aggregates. If the strength required for the class of concrete being produced is not secured with the cement specified in Table 4, the Contractor may use an approved water -reducing or retarding admixture, or he shall furnish aggregates with different characteristics which will produce the required results. Additional cement may be required or permitted as a temporary measure until the redesign is checked. Water -reducing or retarding agents may be used with all classes of concrete at the option of the Contractor. When water -reducing or retarding agents are used at the option of the Contractor, reduced dosage of the admixture will be permitted. Entrained air will be required in accordance with Table 4. The concrete shall be designed to entrain 5 percent air when Grade 2 coarse aggregate is used and 6 percent when Grade 3 coarse aggregate is used. Concrete as placed in the structure shall contain the proper amount as required above with a tolerance of plus or minus 1.5 percentage points. Occasional variations beyond this tolerance will not be cause for rejection. When the quantity of entrained air is found to be above 7 percent with Grade 2 coarse aggregate or above 8 percent for Grade 3 coarse aggregate, additional test beams or cylinders will be made. If these beams or cylinders pass the minimum flexural or compressive requirements, the concrete will not be rejected because of the variation in air content. 7. CONSISTENCY In cases where the consistency requirements cannot be satisfied without exceeding the maximum allowable amount of water, the Contractor may use, or the Engineer may require, an approved water -reducing or retarding agent, or the Contractor shall furnish additional aggregates or aggregates with different characteristics, which will produce the required results. Additional cement may be required or permitted as a temporary measure until aggregates are changed and designs checked with the different aggregates or admixture. The consistency of the concrete as placed should allow the completion of all finishing operations without the addition of water to the surface. When field conditions are such that additional moisture is needed for the final concrete surface finishing operation, the required water shall be applied to the surface by fog spray only, and shall be held to a minimum. The concrete shall be workable, cohesive, possess satisfactory finishing qualities, and of the stiffest consistency that can be placed and vibrated into a homogenous mass. Excessive bleeding shall be avoided. Slump requirements will be as specified in Table 3. 030020 Page 7 of 13 Rev. 10-30-2014 Concrete Designation Structural Concrete: (1) Thin -Walled Sections (9" or less) (2) Slabs, Caps, Columns, Piers, Wall Sections over 9", etc. Underwater or Seal Concrete Riprap, Curb, Gutter and Other Miscellaneous Concrete TABLE 3 Slump Requirements Desired Slump Max. Slump 4 inches 5 inches 3 inches 4 inches 5 inches 6 inches 2.5 inches 4 inches NOTE: No concrete will be permitted with slump in excess of the maximums shown. 8. QUALITY OF CONCRETE General The concrete shall be uniform and workable. The cement content, maximum allowable water - cement ratio, the desired and maximum slump and the strength requirements of the various classes of concrete shall conform to the requirements of Table 3 and Table 4 and as required herein. During the process of the work, the Engineer or his designated representative will cast test cylinders or beams as a check on the compressive or flexural strength of the concrete actually placed. Test cylinders must be picked up by the testing lab within 24 hours. A test shall be defined as the average of the breaking strength of two cylinders or two beams, as the case may be. Specimens will be tested in accordance with TxDOT Test Methods Tex -418-A or Tex -420-A. Test beams or cylinders will be required as specified in the contract documents. For small placements on structures such as manholes, inlets, culverts, wingwalls, etc., the Engineer may vary the number of tests to a minimum of one for each 25 cubic yards placed over a several day period. All test specimens, beams or cylinders, representing tests for removal of forms and/or falsework shall be cured using the same methods, and under the same conditions as the concrete represented. "Design Strength" beams and cylinders shall be cured in accordance with THD Bulletin C-11. The Contractor shall provide and maintain curing facilities as described in THD Bulletin C-11 for the purpose of curing test specimens. Provision shall be made to maintain the water in the curing tank at temperatures between 70°F and 90°F. When control of concrete quality is by twenty -eight-day compressive tests, job control will be by seven-day compressive tests which are shown to provide the required twenty -eight-day strength, based on results from trial batches. If the required seven-day strength is not secured with the 030020 Page 8 of 13 Rev. 10-30-2014 cement specified in Table 4, changes in the batch design will be made. TABLE 4 Classes of Concrete Minimum Class Compressive Min. Beam Maximum Coarse of Sacks Cement Strength (fc) Strength Water -Cement Aggregate Concrete per C.Y. (min.) 28-Day(psi) 7 -Day (psi) Ratio (gal/sack) No. A* 5.0 3000 500*** 6.5 2-4-8**** B* 4.5 2500 417 8.0 2-4-8**** C* 6.0 3600 600*** 6.0 1-2-4** D 6.0 3000 500 7.0 2-4 S 6.5 4000 570 5.0 2-4 *Entrained Air (slabs, piers and bent concrete). **Grade 1 Coarse Aggregate may be used in foundation only (except cased drilled shafts). ***When Type II Cement is used with Class C Concrete, the 7 -day beam break requirement will be 550 psi; with Class A Concrete, the minimum 7 -day beam break requirement will be 460 psi. ****Permission to use Grade 8 Aggregate must have prior approval of the Engineer. 9. MIXING CONDITIONS The concrete shall be mixed in quantities required for immediate use. Any concrete which is not in place within the limits outlined in City Standard Specification Section 038000 "Concrete Structures", Article "Placing Concrete -General", shall not be used. Retamping of concrete will not be permitted. In threatening weather, which may result in conditions that will adversely affect the quality of the concrete to be placed, the Engineer may order postponement of the work. Where work has been started and changes in weather conditions require protective measures, the Contractor shall furnish adequate shelter to protect the concrete against damage from rainfall, or from freezing temperatures. If necessary to continue operations during rainfall, the Contractor shall also provide protective coverings for the material stockpiles. Aggregate stockpiles need be covered only to the extent necessary to control the moisture conditions in the aggregates to adequately control the consistency of the concrete. 10. MIXING AND MIXING EQUIPMENT All equipment, tools, and machinery used for hauling materials and performing any part of the work shall be maintained in such condition to insure completion of the work underway without excessive delays for repairs or replacements. The mixing shall be done in a batch mixer of approved type and size that will produce uniform 030020 Page 9 of 13 Rev. 10-30-2014 distribution of the material throughout the mass. Mixers may be either the revolving drum type or the revolving blade type, and shall be capable of producing concrete meeting the requirements of these specifications. After all the ingredients are assembled in the drum, the mixing shall continue not less than 1 minute for mixers of one cubic yard or less capacity plus 15 seconds for each additional cubic yard or portion thereof. The mixer shall operate at the speed and capacity designated by the Mixer Manufacturers Bureau of the Associated General Contractors of America. The mixer shall have a plate affixed showing the manufacturer's recommended operating data. The absolute volume of the concrete batch shall not exceed the rated capacity of the mixer. The entire contents of the drum shall be discharged before any materials are placed therein for the succeeding batch. The first batch of concrete materials placed in the mixer for each placement shall contain an extra quantity of sand, cement and water sufficient to coat the inside surface of the drum. Upon the cessation of mixing for any considerable length of time, the mixer shall be thoroughly cleaned. The concrete mixer shall be equipped with an automatic timing device which is put into operation when the skip is raised to its full height and dumping. This device shall lock the discharging mechanism and prevent emptying of the mixer until all the materials have been mixed together for the minimum time required, and it shall ring a bell after the specified time of mixing has elapsed. The water tank shall be arranged so that the amount of water can be measured accurately, and when the tank starts to discharge, the inlet supply shall cut off automatically. Whenever a concrete mixer is not adequate or suitable for the work, it shall be removed from the site upon a written order from the Engineer and a suitable mixer provided by the Contractor. Pick-up and thro-over blades in the drum of the mixer which are worn down more than 10 percent in depth shall be repaired or replaced with new blades. Improperly mixed concrete shall not be placed in the structure. Job mix concrete shall be concrete mixed in an approved batch mixer in accordance with the requirements stated above, adjacent to the structure for which the concrete is being mixed, and moved to the placement site in non -agitating equipment. 11. READY -MIX PLANTS A. General. It shall be the Contractor's responsibility to furnish concrete meeting all requirement of the governing specification sections, and concrete not meeting the slump, workability and consistency requirements of the governing specification sections shall not 030020 Page 10 of 13 Rev. 10-30-2014 be placed in the structure or pavement. Ready -Mixed Concrete shall be mixed and delivered by means of one of the following approved methods. (1) Mixed completely in a stationary mixer and transported to the point of delivery in a truck agitator or a truck mixer operating at truck agitator or truck mixer agitation speed. (Central -Mix Concrete) (2) Mixed complete in a truck mixer and transported to the placement site at mixing and/or agitating speed (Transit -Mix Concrete), subject to the following provisions: (3) B. Equipment. (a) Truck mixers will be permitted to transport concrete to the job site at mixing speed if equipped with double actuated counters which will separate revolutions at mixing speed from total revolutions. (b) Truck mixers equipped with a single actuated counter counting total revolutions of the drum shall mix the concrete at the plant not less than 50 nor more than 70 revolutions at mixing speed, transport it to the job site at agitating speed and complete the required mixing before placing the concrete. Mixed completely in a stationery mixer and transported to the job site in approved non -agitating trucks with special bodies. This method of transporting will be permitted for concrete pavement only. (1) Batching Plant. The batching plant shall be provided with adequate bins for batching all aggregates and materials required by the specifications. Bulk cement shall be weighed on a scale separate from those used for other materials and in a hopper entirely free and independent of that used for weighing the aggregates. (2) Mixers and Agitators. (a) General: Mixers shall be of an approved stationary or truck -type capable of combining the ingredients into a thoroughly mixed and uniform mass. Facilities shall be provided to permit ready access to the inside of the drum for inspection, cleaning and repair of blades. Mixers and agitators shall be subject to daily examination for changes in condition due to accumulation of hardened concrete and/or wear of blades, and any hardened concrete shall be removed before the mixer will be permitted to be used. Worn blades shall be repaired or replaced with new in 030020 Page 11 of 13 Rev. 10-30-2014 accordance with the manufacturer's design and arrangement for that particular unit when any part or section is worn as much as 10 percent below the original height of the manufacturer's design. (b) Stationary Mixers: These shall conform to the requirements of Article "Mixing and Mixing Equipment". Truck mixers mounted on a stationary base will not be considered as a stationary mixer. (c) Truck Mixers: In addition, truck mixers shall comply with the following requirements: An engine in satisfactory working condition and capable of accurately gauging the desired speed of rotation shall be mounted as an integral part of the mixing unit for the purpose of rotating the drum. Truck mixers equipped with a transmission that will govern the speed of the drum within the specified revolutions per minute (rpm) will not require a separate engine. All truck mixers shall be equipped with actuated counters by which the proper number of revolutions of the drum, as specified in Article 11. A. above, may be readily verified. The counters shall be read and recorded at the start of mixing at mixing speeds. Each until shall have adequate water supply and accurate metering or gauging devices for measuring the amount used. (d) Agitators: Concrete agitators shall be of the truck type, capable of maintaining a thoroughly mixed and uniform concrete mass and discharging it within the same degree of uniformity specified for mixers. Agitators shall comply with all of the requirements for truck mixers, except for the actual mixing requirements. C. Operation of Plant and Equipment. Delivery of ready -mixed concrete shall equal or exceed the rate approved by the Engineer for continuous placement. In all cases, the delivery of concrete to the placement site shall assure compliance with the time limits in the applicable specification for depositing successive batches in any monolithic unit. The Contractor shall satisfy the Engineer that adequate standby trucks are available. A standard ticket system will be used for recording concrete batching, mixing and delivery date. Tickets will be delivered to the job inspector. Loads arriving without ticket and/or in unsatisfactory condition shall not be used. When a stationary mixer is used for the entire mixing operation, the mixing time for one cubic yard of concrete shall be one minute plus 15 seconds for each additional cubic yard or portion thereof. This mixing time shall start when all cement, aggregates and initial water have entered the drum. 030020 Page 12 of 13 Rev. 10-30-2014 The mixer shall be charged so that some of the mixing water will enter the drum in advance of the cement and aggregate. All of the mixing water shall be in the drum by the end of the first one- fourth of the specified mixing time. Water used to flush down the blades after charging shall be accurately measured and included in the quantity of mixing water. The introduction of the initial mixing water, except blade wash down water and that permitted in this Article, shall be prior to or simultaneous with the charging of the aggregates and cement. The loading of truck mixers shall not exceed 63 percent of the total volume of the drum. When used as an agitator only, the loading shall not exceed 80 percent of the drum volume. When Ready -Mix Concrete is used, additional mortar (one sack cement, three parts sand and sufficient water) shall be added to the batch to coat the drum of the mixer or agitator truck, and this shall be required for every load of Class C concrete only and for the first batch from central mix plants. A portion of the mixing water, required by the batch design to produce the desired slump, may be withheld and added at the job site, but only with permission of the Engineer and under his supervision. When water is added under the above conditions, it shall be thoroughly mixed as specified below for water added at the job site. Mixing speed shall be attained as soon as all ingredients are in the mixer, and each complete batch (containing all the required ingredients) shall be mixed not less than 70 nor more than 100 revolutions of the drum at mixing speed except that when water is added at the job site, 25 revolutions (minimum) at mixing speed will be required to uniformly disperse the additional water throughout the mix. Mixing speed shall be as designated by the manufacturer. All revolutions after the prescribed mixing time shall be at agitating speed. The agitating speed shall be not less than one (1) nor more than five (5) rpm. The drum shall be kept in continuous motion from the time mixing is started until the discharge is completed. 12. PLACING, CURING AND FINISHING The placing of concrete, including construction of forms and falsework, curing and finishing, shall be in accordance with City Standard Specification Section 038000 "Concrete Structures". 13. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, the quantities of concrete of the various classifications which will constitute the completed and accepted structure(s) in-place will be measured by the cubic yard, per each, square foot, square yard or linear foot, as the case may be. Measurement will be as shown on the drawings and/or in the Bid Form. Payment shall be full compensation for furnishing, hauling, mixing, placing, curing and finishing all concrete; all grouting and pointing; furnishing and placing drains; furnishing and placing metal flashing strips; furnishing and placing expansion joint material required by this specification or shown on the plans; and for all forms and falsework, labor, tools, equipment and incidentals necessary to complete the work. 030020 Page 13 of 13 Rev. 10-30-2014 SECTION 032020 REINFORCING STEEL 1. DESCRIPTION This specification shall govern the furnishing and placing of reinforcing steel, deformed and smooth, of the size and quantity designated on the plans and in accordance with these specifications. 2. MATERIALS Unless otherwise designated on the plans, all bar reinforcement shall be deformed, and shall conform to ASTM Designation: A 615, Grades 60 or 75, and shall be open hearth, basic oxygen, or electric furnace new billet steel. Large diameter new billet steel (Nos. 14 and 18), Grade 75, will be permitted for straight bars only. Where bending of bar sizes No. 14 or No. 18 of Grade 60 is required, bend testing shall be performed on representative specimens as described for smaller bars in the applicable ASTM Specification. The required bend shall be 90 degrees around a pin having a diameter of 10 times the nominal diameter of the bar. Spiral reinforcement shall be smooth (not deformed) bars or wire of the minimum diameter shown on the plans, and shall be made by one or more of the following processes: open hearth, basic oxygen, or electric furnace. Bars shall be rolled from billets reduced from ingots and shall comply with ASTM Designation: A 306, Grade 65 minimum (references to ASTM Designation: A 29 is voided). Dimensional tolerances shall be in accordance with ASTM Designation: A 615, or ASTM Designation: A 615, Grade 60, except for deformations. Wire shall be cold -drawn from rods that have been hot -rolled from billets and shall comply with ASTM Designation: A 185. In cases where the provisions of this specification are in conflict with the provisions of the ASTM Designation to which reference is made, the provisions of this specification shall govern. Report of chemical analysis showing the percentages of carbon, manganese, phosphorus and sulphur will be required for all reinforcing steel when it is to be welded. 032020 Page 1 of 6 Rev. 10-30-2014 The nominal size and area and the theoretical weight of reinforcing steel bars covered by this specification are as follows: Nominal Weight per Bar Size Diameter, Nominal Area, Linear Foot, Number In. Sq. In. Pounds 2 0.250 0.05 0.167 3 0.375 0.11 0.376 4 0.500 0.20 0.668 5 0.625 0.31 1.043 6 0.750 0.44 1.502 7 0.875 0.60 2.044 8 1.000 0.79 2.670 9 1.128 1.00 3.400 10 1.270 1.27 4.303 11 1.410 1.56 5.313 14 1.693 2.25 7.6 18 2.257 4.00 13.60 Smooth round bars shall be designated by size number through No. 4. Smooth bars larger than No. 4 shall be designated by diameter in inches. When wire is ordered by gauge numbers, the following relation between gauge number and diameter, in inches, shall apply unless otherwise specified: Equivalent Equivalent Gauge Diameter, Gauge Diameter, Number Inches Number Inches 0 0.3065 8 0.1620 1 0.2830 9 0.1483 2 0.2625 10 0.1350 3 0.2437 11 0.1205 4 0.2253 12 0.1055 5 0.2070 13 0.0915 6 0.1920 14 0.0800 7 0.1770 032020 Page 2 of 6 Rev. 10-30-2014 3. BENDING The reinforcement shall be bent cold, true to the shapes indicated on the plans. Bending shall preferably be done in the shop. Irregularities in bending shall be cause for rejection. Unless otherwise shown on the plans, the inside diameter of bar bends, in terms of the nominal bar diameter (d), shall be as follows: Bends of 90 degrees and greater in stirrups, ties and other secondary bars that enclose another bar in the bend: Grade 60 #3, #4, #5 4d #6, #7, #8 5d All bends in main bars and in secondary bars not covered above: Grade 60 #3 thru #8 6d #9, #10 8d #11 8d #14, #18 l0d Grade 75 8d 032020 Page 3 of 6 Rev. 10-30-2014 4. TOLERANCES Fabricating tolerances for bars shall be within 3 percent of specified or as follows: Plan Damen. it 3/4" _ 34" 7/8" Bar or Srnot+er—Paan_ Damen. *1/24. 1" Har or Larger ---Pion_ Damen. * 1" H = over 6"--Demen.+ Zero or -+/27 H = 6" and less -Clic sen. + Zero or -I/4' {14 7/8" Bor or Smatter --aloes Dimon. * t/2^ 1" Bar or Larger — Plan Dimon. *I.. Pion Diinen_*1/ti 5. STORING Spiral or Circular Tie Tie ar Stirrup Plan Dings.* t/2 Steel reinforcement shall be stored above the surface of the ground upon platforms, skids or other supports, and shall be protected as far as practicable from mechanical injury and surface deterioration caused by exposure to conditions producing rust. When placed in the work, reinforcement shall be free from dirt, paint, grease, oil, or other foreign materials. Reinforcement shall be free from injurious defects such as cracks and laminations. Rust, surface seams, surface irregularities or mill scale will not be cause for rejection, provided the minimum dimensions, cross- sectional area and tensile properties of a hand wire crushed specimen meets the physical requirements for size and grade of steel specified. 6. SPLICES No splicing of bars, except when provided on the plans or specified herein, will be permitted without written approval of the Engineer. Splices will not be permitted in main reinforcement at points of maximum stress. When permitted in main bars, splices in adjacent bars shall be staggered a minimum of two splice lengths. 032020 Page 4 of 6 Rev. 10-30-2014 Lap TABLE 1 Minimum Lap Requirements Uncoated Coated Lap in inches > 40d 60d Where: d = bar diameter in inches Welding of reinforcing bars may be used only where shown on the plans or as permitted herein. All welding operations, processes, equipment, materials, workmanship and inspection shall conform to the requirements of the drawings and industry standards. All splices shall be of such dimension and character as to develop the full strength of bar being spliced. End preparation for butt welding reinforcing bars shall be done in the field. Delivered bars shall be of sufficient length to permit this practice. For box culvert extensions with less than one foot of fill, the existing longitudinal bars shall have a 20 -diameter lap with the new bars. For box culvert extensions with more than one foot of fill, a minimum of 6 inches lap will be required. Unless otherwise shown on the plans, dowel bars transferring tensile stresses shall have a minimum embedment equal to the minimum lap requirements shown in Table 1. Shear transfer dowels shall have a minimum embedment of 12 inches. 7. PLACING Reinforcement shall be placed as near as possible in the position shown on the plans. Unless otherwise shown on the plans, dimensions shown for reinforcement are to the centers of the bars. In the plane of the steel parallel to the nearest surface of concrete, bars shall not vary from plan placement by more than one -twelfth of the spacing between bars. In the plane of the steel perpendicular to the nearest surface of concrete, bars shall not vary from plan placement by more than one-quarter inch. Cover of concrete to the nearest surface of steel shall meet the above requirements but shall never be less than one inch or as otherwise shown on the plans. Vertical stirrups shall always pass around the main tension members and be attached securely thereto. The reinforcing steel shall be spaced its required distance from the form surface by means of approved galvanized metal spacers, metal spacers with plastic coated tips, stainless steel spacers, plastic spacers, or approved pre -cast mortar or concrete blocks. For approval of plastic spacers on the project, representative samples of the plastic shall show no visible indications of deterioration after immersion in a 5 percent solution of sodium hydroxide for 120 hours. All reinforcing steel shall be tied at all intersections, except that where spacing is less than one foot in each direction, alternate intersections only need be tied. Before any concrete is placed, all mortar shall be cleaned from the reinforcement. Precast mortar or concrete blocks to be used for holding steel in position adjacent to formed surfaces shall be cast in molds meeting the approval of the Engineer and shall be cured by covering with wet burlap or 032020 Page 5 of 6 Rev. 10-30-2014 cotton mats for a period of 72 hours. The blocks shall be cast in the form of a frustum of a cone or pyramid with the smaller face placed against the forms. A suitable tie wire shall be provided in each block, to be used for anchoring to the steel. Except in unusual cases, and when specifically otherwise authorized by the Engineer, the size of the surface to be placed adjacent to the forms shall not exceed two and one-half inches square or the equivalent thereof in cases where circular or rectangular areas are provided. Blocks shall be cast accurately to the thickness required, and the surface to be placed adjacent to the forms shall be a true plane free of surface imperfections. Reinforcement shall be supported and tied in such manner that a sufficiently rigid case of steel is provided. If the cage is not adequately supported to resist settlement or floating upward of the steel, overturning of truss bars or movement in any direction during concrete placement, permission to continue concrete placement will be withheld until corrective measures are taken. Sufficient measurements shall be made during concrete placement to insure compliance with the first paragraph of Article 7 of this specification. Mats of wire fabric shall overlap each other sufficiently to maintain a uniform strength and shall be fastened securely at the ends and edges. No concrete shall be deposited until the Engineer has inspected the placement of the reinforcing steel and given permission to proceed. 8. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, reinforcing steel is considered subsidiary to the various items shown in the Bid Form and shall not be measured and paid for as a separate item. 032020 Page 6 of 6 Rev. 10-30-2014 SECTION 038000 CONCRETE STRUCTURES 1. DESCRIPTION This specification shall govern for construction of all types of structures involving the use of structural concrete, except where the requirements are waived or revised by other governing specifications. All concrete structures shall be constructed in accordance with the design requirements and details shown on the plans; in conformity with the pertinent provisions of the items contracted for; the incidental specifications referred to; and in conformity with the requirements herein. 2. MATERIALS (1) Concrete. All concrete shall conform to the provisions of City Standard Specification Section 030020 "Portland Cement Concrete". The class of concrete for each type of structure or unit shall be as specified on the plans or by pertinent governing specifications. (2) Expansion Joint Material. (a) Preformed Fiber Material. Preformed fiber expansion joint material shall be of the dimensions shown on the plans. The material shall be one of the following types, unless otherwise noted on the plans: 1. Preformed Bituminous Fiber Materials shall meet the requirements of ASTM Designation: D1751 "Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non -extruding and Resilient Bituminous Types)". 2. Preformed Non -Bituminous Fiber Material shall meet the requirements of ASTM Designation: D1751 "Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non -extruding and Resilient Bituminous Types)", except that the requirements pertaining to bitumen content, density and water absorption shall be voided. 3. Redwood. (b) Joint Sealing Materials. Unless otherwise shown on the drawings, joint sealing material shall conform to the following requirements. The material shall adhere to the sides of the concrete joint or crack and shall form an effective seal against infiltration of water and incompressibles. The material shall not crack or break when exposed to low temperatures. 038000 Page 1 of 19 Rev. 3-25-2015 1. Class 1-a. (Two -Component, Synthetic Polymer, Cold -Extruded Type). Curing is to be by polymerization and not by evaporation of solvent or fluxing of harder particles. This type is specifically designed for vertical or sloping joints and hence not self -leveling. It shall cure sufficiently at an average temperature of 77 degrees F ± 3 degrees F in a maximum of 24 hours. For performance requirements see under 2.(2)(b)2. below. 2. Class 1-b. (Two -Component, Synthetic Polymer, Cold -Pourable, Self -Leveling Type). Curing is to be by polymerization and not by evaporation of solvent or fluxing of harder particles. It shall cure sufficiently at an average temperature of 77 degrees F ± 3 degrees F in a maximum of 3 hours. Performance Requirements: Class 1-a and Class 1-b joint materials, when tested in accordance with TxDOT Test Method Tex -525-C, shall meet the above curing times and the following requirements: It shall be of such consistency that it can be mixed and poured, or mixed and extruded into joints at temperatures above 60 degrees F. Penetration, 77° F.: 150 gm. cone, 5 sec., max., cm 0.90 Bond and Extension 75%, 0° F, 5 cycles: Dry Concrete Blocks Pass Wet Concrete Blocks Pass Steel Blocks...(Primed if specified by manuf.). Pass Flow at 200° F None Water Content % by weight, max 5.0 Resilience: Original sample min. % (cured) 50 Oven aged at 158° F min. % 50 For Class 1-a Material Only: Cold Flow (10 min.) None (c) Asphalt Board. Asphalt Board shall consist of two liners of 0.016 -inch asphalt impregnated paper, filled with a mastic mixture of asphalt and vegetable fiber and/or mineral filler. Boards shall be smooth, flat and sufficiently rigid to permit installation. When tested in accordance with TxDOT Test Method Tex -524-C, the asphalt board shall not deflect from the horizontal more than one inch in three and one-half inches (1" in 31/2"). (d) Rebonded Neoprene Filler. Rebonded neoprene filler shall consist of ground closed - cell neoprene particles, rebonded and molded into sheets of uniform thickness, of the dimensions shown on plans. Filler material shall have the following physical properties and shall meet the requirements of ASTM Designation: D 1752 "Standard Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction", Type 1, where applicable: 038000 Page 2 of 19 Rev. 3-25-2015 (3) PROPERTY Color Density Recovery Compression Extrusion Tensile Strength Elongation METHOD ASTM D1752, Type 1 ASTM D1752, Type 1 ASTM D1752, Type 1 ASTM D1752, Type 1 ASTM D1752, Type 1 ASTM D1752, Type 1 REQUIREMENT Black 40 lb./ft3 Min. 90% Min. 50 to 500 psi 0.25 inch Max. 20 psi Min. 75% Min. The manufacturers shall furnish the Engineer with certified test results as to compliance with the above requirements and a 12 inch x 12 inch x 1 inch sample from the shipment for approval. Curing Materials. (a) Membrane curing materials shall comply with ASTM Designation: C 309 "Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete", Type 1 clear or translucent, or Type 2 white -pigmented. The material shall have a minimum flash -point of 80 degrees F when tested by the "Pensky-Martin Closed Cup Method". It shall be of such consistency that it can be satisfactorily applied as a fine mist through an atomizing nozzle by means of approved pressure spraying equipment at atmospheric temperatures above 40 degrees F. It shall be of such nature that it will not produce permanent discoloration of concrete surfaces nor react deleteriously with the concrete or its components. Type 1 compound shall contain a fugitive dye that will be distinctly visible not less than 4 hours nor more than 7 days after application. The compound shall produce a firm, continuous, uniform moisture impermeable film free from pinholes and shall adhere satisfactorily to the surfaces of damp concrete. It shall, when applied to the damp concrete surface at the rate of coverage specified herein, be dry to the touch in not more than 4 hours, and shall adhere in a tenacious film without running off or appreciable sagging. It shall not disintegrate, check, peel or crack during the required curing period. The compound shall not peel or pick up under traffic and shall disappear from the surface of the concrete by gradual disintegration. The compound shall be delivered to the job only in the manufacturer's original containers, which shall be clearly labeled with the manufacturer's name, the trade name of the material, and a batch number or symbol with which test samples may be correlated. The water retention test shall be in accordance with TxDOT Test Method Tex -219-F. Percentage loss shall be defined as the water lost after the application of the curing material was applied. The permissible percentage moisture loss (at the rate of coverage specified herein) shall not exceed the 038000 Page 3 of 19 Rev. 3-25-2015 following: 24 hours after application 2 percent 72 hours after application 4 percent Type 1 (Resin Base Only) curing compound will be permitted for slab concrete in bridge decks and top slabs of direct traffic culverts. (b) Mat curing of concrete is allowed where permitted by Table 1 in this specification or where otherwise approved by the Engineer. 3. EXPANSION JOINTS Joints and devices to provide for expansion and contraction shall be constructed where and as indicated herein or on the plans. All open joints and joints to be filled with expansion joint material, shall be constructed using forms adaptable to loosening or early removal. To avoid expansion or contraction damage to the adjacent concrete, these forms shall be loosened as soon as possible after final concrete set to permit free movement without requiring full form removal. Prior to placing the sealing material, the vertical facing the joint shall be cleaned of all laitance by sandblasting or by mechanical routing. Cracked or spalled edges shall be repaired. The joint shall be blown clean of all foreign material and sealed. Where preformed fiber joint material is used, it shall be anchored to the concrete on one side of the joint by light wire or nails, to prevent the material from falling out. The top one inch (1") of the joint shall be filled with joint sealing material. Finished joints shall conform to the indicated outline with the concrete sections completely separated by the specified opening or joint material. Soon after form removal and again where necessary after surface finishing, all projecting concrete shall be removed along exposed edges to secure full effectiveness of the expansion joints. 4. CONSTRUCTION JOINTS The joint formed by placing plastic concrete in direct contact with concrete that has attained its initial set shall be deemed a construction joint. The term "monolithic placement" shall be interpreted to mean at the manner and sequence of concrete placing shall not create construction joints. Construction joints shall be of the type and at the locations shown on the plans. Additional joints will not be permitted without written authorization from the Engineer, and when authorized, shall have details equivalent to those shown on the plans for joints in similar locations. Unless otherwise provided, construction joints shall be square and normal to the forms. Bulkheads shall be provided in the forms for all joints, except when horizontal. Construction joints requiring the use of joint sealing material shall be as detailed on the plans. The 038000 Page 4 of 19 Rev. 3-25-2015 material will be specified on the plans without referenced to joint type. A concrete placement terminating at a horizontal construction joint shall have the top surface roughened thoroughly as soon as practicable after initial set is attained. The surfaces at bulkheads shall be roughened as soon as the forms are removed. The hardened concrete surface shall be thoroughly cleaned of all loose material, laitance, dirt or foreign material, and saturated with water so it is moist when placing fresh concrete against it. Forms shall be drawn tight against the placing of the fresh concrete. 5. FORMS (1) General. Except where otherwise specified, forms may be of either timber or metal. Forms for round columns exposed to view shall be of steel, except that other materials will be allowed with written permission of the Engineer. Forming plans shall be submitted to the Engineer for approval as specified. Forms shall be designed for the pressure exerted by a liquid weighing 150 pounds per cubic foot. The rate of placing the concrete shall be taken into consideration in determining the depth of the equivalent liquid. For job fabricated forms, an additional live load of 50 pounds per square foot shall be allowed on horizontal surfaces. The maximum unit stresses shall not exceed 125 percent of the allowable stresses used by the Texas Department of Transportation for the design of structures. Commercially produced structural units used in formwork shall not exceed the manufacturer's maximum allowable working load for moment, shear or end reaction. The maximum working load shall include a live load of 35 pounds per square foot of horizontal form surface, and sufficient details and data shall be submitted for use in checking formwork details for approval. Forms shall be practically mortar -tight, rigidly braced and strong enough to prevent bulging between supports, and maintained to the proper line and grade during concrete placement. Forms shall be maintained in a manner that will prevent warping and shrinkage. Offset at form joints shall not exceed one -sixteenth of an inch (1/16"). Deflections due to cast -in-place slab concrete and railing shown in the dead load deflection diagram shall be taken into account in the setting of slab forms. All forms and footing areas shall be cleaned of any extraneous matter before placing concrete. Permission to place concrete will not be given until all such work is completed to the satisfaction of the Engineer. If, at any stage of the work, the forms show signs of bulging or sagging, the portion of the concrete causing such condition shall be removed immediately, if necessary, and the forms shall be reset and securely braced against further movement. 038000 Page 5 of 19 Rev. 3-25-2015 (2) Timber Forms. Lumber for forms shall be properly seasoned, of good quality, and free from imperfections which would affect its strength or impair the finished surface of the concrete. The lumber used for facing or sheathing shall be finished on at least one side and two edges and shall be sized to uniform thickness. Form lining will be required for all formed surfaces, except for the inside of culvert barrels, inlets and manholes; surfaces that are subsequently covered by backfill material or are completely enclosed; and, any surface formed by a single finished board. Lining will not be required when plywood forms are used. Form lining shall be of an approved type such as Masonite or plywood. Thin membrane sheeting, such as polyethylene sheets, shall not be used for form lining Forms may be constructed of plywood not less than one-half inch in thickness, with no form lining required. The grain of the face plies on plywood forms shall be placed parallel to the span between the supporting studs or joists. Plywood used for forming surfaces that remain exposed shall be equal to that specified as B -B Plyform Class I or Class II Exterior, of the U. S. Department of Commerce, National Bureau of Standards and Technology, latest edition. Forms or form lumber to be reused shall be maintained clean and in good condition. Any lumber which is split, warped, bulged, marred, or has defects that will produce inferior work, shall not be used and, if condemned, shall be promptly removed from the work. Studs and joists shall be spaced so that the facing form material remains in true alignment under the imposed loads. Wales shall be spaced close enough to hold forms securely to the designated lines and scabbed at least 4 feet on each side of joints to provide continuity. A row of wales shall be placed near the bottom of each placement. Facing material shall be placed with parallel and square joints and securely fastened to supporting studs. Forms for surfaces receiving only an ordinary finish and exposed to view shall be placed with the form panels symmetrical, i.e., long dimensions set in the same direction. Horizontal joints shall be continuous. Molding specified for chamfer strips or other uses shall be made of materials of a grade that will not split when nailed and which can be maintained to a true line without warping. Wood molding shall be mill cut and dressed on all faces. Unless otherwise provided, forms shall be filleted at all sharp corners and edges with triangular chamfer strips measuring three-quarter inch (3/4") on the sides. Forms for railing and ornamental work shall be constructed to standards equivalent to first-class millwork. All moldings, panel work and bevel strips shall be straight and true with nearly mitered joints designed so the finished work is true, sharp and clean cut. 038000 Page 6 of 19 Rev. 3-25-2015 All forms shall be constructed to permit their removal without marring or damaging the concrete. The forms may be given a slight draft to permit ease of removal. Metal form ties of an approved type or a satisfactory substitute shall be used to hold forms in place and shall be of a type that permits ease of removal of the metal as hereinafter specified. All metal appliances used inside of forms for alignment purposes shall be removed to a depth of at least one-half inch (1/2") from the concrete surface. They shall be made so the metal may be removed without undue chipping or spalling, and when removed, shall leave a smooth opening in the concrete surface. Burning off of rods, bolts or ties will not be permitted. Any wire ties used shall be cut back at least one-half inch (1/2") from the face of the concrete. Devices holding metal ties in place shall be capable of developing the strength of the tie and adjustable to allow for proper alignment. Metal and wooden spreaders which are separate from the forms shall be removed entirely as the concrete is being placed. Adequate clean-out openings shall be proved for narrow walls and other locations where access to the bottom of the forms is not readily attainable. Prior to placing concrete, the facing of all forms shall be treated with oil or other bond breaking coating of such composition that it will not discolor or otherwise injuriously affect the concrete surface. Care shall be exercised to prevent coating of the reinforcing steel. (3) Metal Forms. The foregoing requirements for timber forms regarding design, mortar -tightness, filleted corners, beveled projections, bracing, alignment, removal, reuse and wetting shall also apply to metal forms, except that these will not require lining, unless specifically noted on the plans. The thickness of form metal shall be as required to maintain the true shape without warping or bulging. All bolt and rivet heads on the facing sides shall be countersunk. Clamps, pins or other connecting devices shall be designed to hold the forms rigidly together and to allow removal without injury to the concrete. Metal forms which do not present a smooth surface or line up properly shall not be used. Metal shall be kept free from rust, grease or other foreign materials. 6. PLACING REINFORCEMENT Reinforcement in concrete structures shall be placed carefully and accurately and rigidly supported as provided in the City Standard Specification Section 032020 "Reinforcing Steel". Reinforcing steel supports shall not be welded to I -beams or girders. 7. PLACING CONCRETE -GENERAL The minimum temperature of all concrete at the time of placement shall be not less than 50 degrees F. 038000 Page 7 of 19 Rev. 3-25-2015 The consistency of the concrete as placed should allow the completion of all finishing operations without the addition of water to the surface. When conditions are such that additional moisture is needed for finishing, the required water shall be applied to the surface by fog spray only, and shall be held to a minimum amount. Fog spray for this purpose may be applied with hand operated fogging equipment. The maximum time interval between the addition of cement to the batch and the placing of concrete in the forms shall not exceed the following: Air or Concrete Temperature Maximum Time Non -Agitated Concrete: Above 80 degrees F 15 minutes Up to 80 degrees F 30 minutes Agitated Concrete: Above 90 degrees F 45 minutes 75 degrees F to 90 degrees F 60 minutes 35 degrees F to 74 degrees F 90 minutes The use of an approved retarding agent in the concrete will permit the extension of each of the above temperature -time maximums by 30 minutes for direct traffic culverts, and one hour for all other concrete except that the maximum time shall not exceed 30 minutes for non -agitated concrete. Before starting work, the Contractor shall inform the Engineer fully of the construction methods he proposes to use, the adequacy of which shall be subject to the approval of the Engineer. The Contractor shall give the Engineer sufficient advance notice before placing concrete in any unit of the structure to permit the inspection of forms, reinforcing steel placement, and other preparations. Concrete shall not be placed in any unit prior to the completion of formwork and placement of reinforcement therein. Concrete mixing, placing and finishing shall be done during daylight hours, unless adequate provisions are made to light the entire site of all operations. Concrete placement will not be permitted when impending weather conditions will impair the quality of the finished work. If rainfall should occur after placing operations are started, the Contractor shall provide ample covering to protect the work. In case of drop in temperature, the provisions set forth in Article "Placing Concrete in Cold Weather" of this specification shall be applied. The placing of concrete shall be regulated so the pressures caused by the plastic concrete shall not exceed the loads used in form design. 038000 Page 8 of 19 Rev. 3-25-2015 The method of handling, placing and consolidation of concrete shall minimize segregation and displacement of the reinforcement, and produce a uniformly dense and compact mass. Concrete shall not have a free fall of more than 5 feet, except in the case of thin walls such as in culverts. Any hardened concrete spatter ahead of the plastic concrete shall be removed. The method and equipment used to transport concrete to the forms shall be capable of maintaining the rate of placement approved by the Engineer. Concrete may be transported by buckets, chutes, buggies, belt conveyors, pumps or other acceptable methods. When belt conveyors or pumps are used, sampling for testing will be done at the discharge end. Concrete transported by conveyors shall be protected from sun and wind, if necessary, to prevent loss of slump and workability. Pipes through which concrete is pumped shall be shaded and/or wrapped with wet burlap, if necessary, to prevent loss of slump and workability. Concrete shall not be transported through aluminum pipes, tubes or other aluminum equipment. Chutes, troughs, conveyors or pipes shall be arranged and used so that the concrete ingredients will not be separated. When steep slopes are necessary, the chutes shall be equipped with baffle boards or made in short lengths that reverse the direction of movement, or the chute ends shall terminate in vertical downspouts. Open troughs and chutes shall extend, if necessary, down inside the forms or through holes left in them. All transporting equipment shall be kept clean and free from hardened concrete coatings. Water used for cleaning shall be discharged clear of the concrete. Each part of the forms shall be filled by depositing concrete as near its final position as possible. The coarse aggregate shall be worked back from the face and the concrete forced under and around the reinforcement bars without displacing them. Depositing large quantities at one point and running or working it along the forms will not be allowed. Concrete shall be deposited in the forms in layers of suitable depth but not more than 36 inches in thickness, unless otherwise directed by the Engineer. The sequence of successive layers or adjacent portions of concrete shall be such that they can be vibrated into a homogenous mass with the previously placed concrete without a cold joint. Not more than one hour shall elapse between adjacent or successive placements of concrete. Unauthorized construction joints shall be avoided by placing all concrete between the authorized joints in one continuous operation. An approved retarding agent shall be used to control stress cracks and/or unauthorized cold joints in mass placements where differential settlement and/or setting time may induce stress cracking. Openings in forms shall be provided, if needed, for the removal of laitance of foreign matter of any kind. All forms shall be wetted thoroughly before the concrete is placed therein. All concrete shall be well consolidated and the mortar flushed to the form surfaces by continuous working with immersion type vibrators. Vibrators which operate by attachment to forms or reinforcement will not be permitted, except on steel forms. At least one stand-by vibrator shall be 038000 Page 9 of 19 Rev. 3-25-2015 provided for emergency use in addition to those required for placement. The concrete shall be vibrated immediately after deposit. Prior to the beginning of work, a systematic spacing of the points of vibration shall be established to insure complete consolidation and thorough working of the concrete around the reinforcement, embedded fixtures, and into the corners and angles of the forms Immersion type vibrators shall be inserted vertically, at points 18 to 30 inches apart, and slowly withdrawn. The vibrator may be inserted in a sloping or horizontal position in shallow slabs. The entire depth of each lift shall be vibrated, allowing the vibrator to penetrate several inches into the preceding lift. Concrete along construction joints shall be thoroughly consolidated by operating the vibrator along and close to but not against the joint surface. The vibration shall continue until thorough consolidation, and complete embedment of reinforcement and fixtures is produced, but not long enough to cause segregation. Vibration may be supplemented by hand spading or rodding, if necessary, to insure the flushing of mortar to the surface of all forms. Slab concrete shall be mixed in a plant located off the structure. Carting or wheeling concrete batches over completed slabs will not be permitted until they have aged at least four (4) full curing days. If carts are used, timber planking will be required for the remainder of the curing period. Carts shall be equipped with pneumatic tires. Curing operations shall not be interrupted for the purpose of wheeling concrete over finished slabs. After concrete has attained its initial set, at least one (1) curing day shall elapse before placing strain on projecting reinforcement to prevent damage to the concrete. The storing of reinforcing or structural steel on completed roadway slabs generally shall be avoided and, when permitted, shall be limited to quantities and distribution that will not induce excessive stresses. 8. PLACING CONCRETE IN COLD WEATHER (1) Cast -in -Place Concrete. Concrete may be placed when the atmospheric temperature is not less than 35 degrees F. Concrete shall not be placed in contact with any material coated with frost or having a temperature less than 32 degrees F. Aggregates shall be free from ice, frost and frozen lumps. When required, in order to produce the minimum specified concrete temperature, the aggregate and/or the water shall be heated uniformly, in accordance with the following: The water temperature shall not exceed 180 degrees F, and/or the aggregate temperature shall not exceed 150 degrees F. The heating apparatus shall heat the mass of aggregate uniformly. The temperature of the mixture of aggregates and water shall be between 50 degrees F and 85 degrees F before introduction of the cement. All concrete shall be effectively protected as follows: (a) The temperature of slab concrete of all unformed surfaces shall be maintained at 50 degrees F or above for a period of 72 hours from time of placement and above 40 degrees F for an additional 72 hours. 038000 Page 10 of 19 Rev. 3-25-2015 (b) The temperature at the surface of all concrete in piers, culverts walls, retaining walls, parapets, wingwalls, bottoms of slabs, and other similar formed concrete shall be maintained at 40 degrees F or above for a period of 72 hours from time of placement. (c) The temperature of all concrete, including the bottom slabs of culverts placed on or in the ground, shall be maintained above 32 degrees F for a period of 72 hours from time of placement. Protection shall consist of providing additional covering, insulated forms or other means, and if necessary, supplementing such covering with artificial heating. Curing as specified under Article "Curing Concrete" of this specification shall be provided during this period until all requirements for curing have been satisfied. When impending weather conditions indicate the possibility of the need for such temperature protection, all necessary heating and covering material shall be on hand ready for use before permission is granted to begin placement. Sufficient extra test specimens will be made and cured with the placement to ascertain the condition of the concrete as placed, prior to form removal and acceptance. (2) Precast Concrete. A fabricating plant for precast products which has adequate protection from cold weather in the form of permanent or portable framework and covering, which protects the concrete when placed in the forms, and is equipped with approved steam curing facilities, may place concrete under any low temperature conditions provided: (a) The framework and covering are placed and heat is provided for the concrete and the forms within one hour after the concrete is placed. This shall not be construed to be one hour after the last concrete is placed, but that no concrete shall remain unprotected longer than one hour. (b) Steam heat shall keep the air surrounding the concrete between 50 degrees F and 85 degrees F for a minimum of three hours prior to beginning the temperature rise which is required for steam curing. (c) For fabricating plants without the above facilities and for job site precast products, the requirements of the Article "Curing Concrete" of this specification shall apply. The Contractor is responsible for the protection of concrete placed under any and all weather conditions. Permission given by the Engineer for placing concrete during freezing weather will in no way relieve the Contractor of the responsibility for producing concrete equal in quality to that placed under normal conditions. Should concrete placed under such conditions prove unsatisfactory, it shall be removed and replaced at no additional cost. 038000 Page 11 of 19 Rev. 3-25-2015 9. PLACING CONCRETE IN WATER Concrete shall be deposited in water only when specified on the plans or with written permission by the Engineer. The forms or cofferdams shall be sufficiently tight to prevent any water current passing through the space in which the concrete is being deposited. Pumping will not be permitted during the concrete placing, nor until it has set for at least 36 hours. The concrete shall be placed with a tremie, closed bottom -dump bucket, or other approved method, and shall not be permitted to fall freely through the water nor shall it be disturbed after it has been placed. The concrete surface shall be kept approximately level during placement. The tremie shall consist of a water -tight tube 14 inches or less in diameter. It shall be constructed so that the bottom can be sealed and opened after it is in place and fully charged with concrete. It shall be supported so that it can be easily moved horizontally to cover all the work area and vertically to control the concrete flow. Bottom -dump buckets used for underwater placing shall have a capacity of not less than one-half cubic yard. It shall be lowered gradually and carefully until it rests upon the concrete already placed and raised very slowly during the upward travel; the intent being to maintain still water at the point of discharge and to avoid agitating the mixture. The placing operations shall be continuous until the work is complete. 10. PLACING CONCRETE IN BOX CULVERTS In general, construction joints will be permitted only where shown on the plans. Where the top slab and walls are placed monolithically in culverts more than 4 feet in clear height, an interval of not less than one (1) nor more than two (2) hours shall elapse before placing the top slab to allow for shrinkage in the wall concrete. The base slab shall be finished accurately at the proper time to provide a smooth uniform surface. Top slabs which carry direct traffic shall be finished as specified for roadway slabs in Article "Finish of Roadway Slabs". Top slabs of fill type culverts shall be given a reasonably smooth float finish. 11. PLACING CONCRETE IN FOUNDATIONS AND SUBSTRUCTURE Concrete shall not be placed in footings until the depth and character of the foundation has been inspected by the Engineer and permission has been given to proceed. Placing of concrete footings upon seal concrete courses will be permitted after the caissons or cofferdams are free from water and the seal concrete course cleaned. Any necessary pumping or bailing during the concreting operation shall be done from a suitable sump located outside the forms. All temporary wales or braces inside cofferdams or caissons shall be constructed or adjusted as the work proceeds to prevent unauthorized construction joints in footings or shafts. 038000 Page 12 of 19 Rev. 3-25-2015 When footings can be placed in a dry excavation without the use of cofferdams or caissons, forms may be omitted, if desired by the Contractor and approved by the Engineer, and the entire excavation filled with concrete to the elevation of the top of footing; in which case, measurement for payment will be based on the footing dimensions shown on the plans. 12. TREATMENT AND FINISHING OF HORIZONTAL SURFACES EXCEPT ROADWAY SLABS All unformed upper surfaces shall be struck off to grade and finished. The use of mortar topping for surfaces under this classification will not be permitted. After the concrete has been struck off, the surface shall be floated with a suitable float. Sidewalks shall be given a wood float or broom finish, or may be striped with a brush, as specified by the Engineer. Other surfaces shall be wood float finished and striped with a fine brush leaving a fine- grained texture. 13. FINISH OF ROADWAY SLABS As soon as the concrete has been placed and vibrated in a section of sufficient width to permit working, the surface shall be approximately leveled, struck off and screeded, carrying a slight excess of concrete ahead of the screed to insure filling of all low spots. The screed shall be designed rigid enough to hold true to shape and shall have sufficient adjustments to provide for the required camber. A vibrating screed may be used if heavy enough to prevent undue distortion. The screeds shall be provided with a metal edge. Longitudinal screeds shall be moved across the concrete with a saw -like motion while their ends rest on headers or templates set true to the roadway grade or on the adjacent finished slab. The surface of the concrete shall be screeded a sufficient number of times and at such intervals to produce a uniform surface, true to grade and free of voids. If necessary, the screeded surface shall be worked to smooth finish with a long handled wood or metal float of the proper size, or hand floated from bridges over the slab. When required by the Engineer, the Contractor shall perform sufficient checks with a long handled 1 0 -foot straightedge on the plastic concrete to insure that the final surface will be within the tolerances specified below. The check shall be made with the straightedge parallel to the centerline. Each pass thereof shall lap half of the preceding pass. All high spots shall be removed and all depressions over one -sixteenth inch (1/16") in depth shall be filled with fresh concrete and floated. The checking and floating shall be continued until the surface is true to grade and free of depressions, high spots, voids or rough spots. Rail support holes shall be filled with concrete and finished to match the top of the slab. Surface Texturing. Perform surface texturing using a either carpet drag or metal tining as indicated on the drawings. Complete final texturing before the concrete has attained its initial set. Draw the carpet drag 038000 Page 13 of 19 Rev. 3-25-2015 longitudinally along the pavement surface with the carpet contact surface area adjusted to provide a satisfactory coarsely textured surface. A metal -tine texture finish is required using a tining machine unless otherwise shown on the plans. Provide the metal -tine finish immediately after the concrete surface has set enough for consistent tining. Operate the metal -tine device to obtain grooves spaced at 1 in., approximately 3/16 in. deep, with a minimum depth of 1/8 in., and approximately 1/12 in. wide. Do not overlap a previously tined area. Use manual methods for achieving similar results on ramps and other irregular sections of pavements. Repair damage to the edge of the slab and joints immediately after texturing. Do not tine pavement that will be overlaid. Upon completion of the floating and/or straight edging and before the disappearance of the moisture sheen, the surface shall be given a broom or burlap drag finish. The grooves of these finishes shall be parallel to the structure centerline. It is the intent that the average texture depth resulting from the number of tests directed by the Engineer be not less than 0.035 inch with a minimum texture depth of 0.030 inch for any one test when tested in accordance with TxDOT Test Method Tex -436-A. Should the texture depth fall below that intended, the finishing procedures shall be revised to produce the desired texture. After the concrete has attained its final set, the roadway surface shall be tested with a standard 10 - foot straightedge. The straightedge shall be placed parallel to the centerline of roadway to bridge any depressions and touch high spots. Ordinates of irregularities measured from the face of the straightedge to the surface of the slab shall not exceed one-eighth of an inch (1/8"), making proper allowances for camber, vertical curvature and surface texture. Occasional variations, not exceeding three -sixteenth of an inch (3/16") will be acceptable, if in the opinion of the Engineer it will not affect the riding qualities. When directed by the Engineer, irregularities exceeding the above requirements shall be corrected. In all roadway slab finishing operations, camber for specified vertical curvature and transverse slopes shall be provided. 14. CURING CONCRETE The Contractor shall inform the Engineer fully of the methods and procedures proposed for curing; shall provide the proper equipment and material in adequate amounts; and shall have the proposed methods, equipment and material approved prior to placing concrete. Inadequate curing and/or facilities, therefore, shall be cause for the Engineer to stop all construction on the job until remedial action is taken. All concrete shall be cured for a period of four (4) curing days except as noted herein. 038000 Page 14 of 19 Rev. 3-25-2015 EXCEPTIONS TO 4 -DAY CURING Description Upper Surfaces of Bridge Slabs and Top Slabs of Direct Traffic Culverts Concrete Piling (non -prestressed) Required Curing 8 curing days (Type I or III) cement 10 curing days (Type II cement) 6 curing days When the air temperature is expected to drop below 35 degrees F, the water curing mats shall be covered with polyethylene sheeting, burlap -polyethylene blankets or other material to provide the protection required by Article "Placing Concrete in Cold Weather" of these specifications. A curing day is defined as a calendar day when the temperature, taken in the shade away from artificial heat, is above 50 degrees F for at least 19 hours (colder days if satisfactory provisions are made to maintain the temperature of all surfaces of the concrete above 40 degrees F for the entire 24 hours). The required curing period shall begin when all concrete therein has attained its initial set. The following methods are permitted for curing concrete subject to the restrictions of Table 1 and the following requirements for each method of curing. (1) Form Curing. When forms are left in contact with the concrete, other curing methods will not be required except for cold weather protection. (2) Water Curing. All exposed surfaces of the concrete shall be kept wet continuously for the required curing time. The water used for curing shall meet the requirements for concrete mixing water as specified in the specification Section 030020 "Portland Cement Concrete". Seawater will not be permitted. Water which stains or leaves an unsightly residue shall not be used. (a) Wet Mat. Cotton mats shall be used for this curing method. They shall be placed as soon as possible after the surface has sufficiently hardened to prevent damage to the concrete. (See Article, "Placing Concrete" of this specification.) Damp burlap blankets made from nine -ounce stock may be placed on the damp concrete surface for temporary protection prior to the application of the cotton mats which may be placed dry and wetted down after placement. The mats shall be weighted down adequately to provide continuous contact with all concrete surfaces where possible. The surfaces of the concrete shall be kept wet for the required curing time. Surfaces which cannot be cured by contact shall be enclosed with mats and anchored positively to the forms or to the ground so that outside air cannot enter the enclosure. Sufficient moisture shall be provided inside the enclosure to keep all surfaces of the concrete wet. (b) Water Spray. This curing method shall consist of overlapping sprays or sprinklers that keep all unformed surfaces continuously wet. (c) Ponding. This curing method requires the covering of the surfaces with a minimum of two inches (2") of clean granular material, kept wet at all times, or a minimum of one -inch 038000 Page 15 of 19 Rev. 3-25-2015 (1") depth of water. Satisfactory provisions shall be made to provide a dam to retain the water or saturated granular material. (3) Membrane Curing. This consists of curing concrete pavement, concrete pavement (base), curbs, gutters, retards, sidewalks, driveways, medians, islands, concrete riprap, cement -stabilized riprap, concrete structures and other concrete as indicated on the plans by impervious membrane method. Unless otherwise provided herein or shown on the plans, either Type 1-D or Type 2 membrane curing compound may be used where permitted except that Type 1-D (Resin Base Only) will be required for slab concrete in bridge decks and top slabs of direct traffic culverts. TABLE 1 REQUIRED PERMITTED MEMBRANE MEMBRANE STRUCTURE UNIT WATER FOR WATER FOR DESCRIPTION FOR INTERIM FOR INTERIM CURING CURING CURING CURING 1 Top slabs of direct traffic culverts X x 2 Top surface of any concrete unit upon which concrete is to be placed and bonded at a later interval (Stub walls, risers, etc.). X Other superstructure concrete (wing walls, parapet walls, etc.) 3 Concrete pavement (base), curbs, gutters, retards, sidewalks, driveways, medians, X* X* islands, concrete structures, concrete riprap, etc. 4 All substructure concrete, culverts, box sewers, inlets, X* X* manholes, retaining walls *Polyethylene sheeting, burlap -polyethylene mats or laminated mats to prevent outside air from entering will be considered equivalent to water or membrane curing for items 3 and 4. 038000 Page 16 of 19 Rev. 3-25-2015 Membrane curing shall not be applied to dry surfaces, but shall be applied just after free moisture has disappeared. Formed surfaces and surfaces which have been given a first rub shall be dampened and shall be moist at the time of application of the membrane. When membrane is used for complete curing, the film shall remain unbroken for the minimum curing period specified. Membrane which is damaged shall be corrected immediately by reapplication of membrane. Unless otherwise noted herein or on the plans, the choice of membrane type shall be at the option of the Contractor. Only one type of curing compound will be permitted on any one structure. The membrane curing compound shall be applied after the surface finishing has been completed, and immediately after the free surface moisture has disappeared. The surface shall be sealed with a single uniform coating of curing compound applied at the rate of coverage recommended by the manufacturer and directed by the Engineer, but not less than 1 gallon per 180 square feet of area. The Contractor shall provide satisfactory means and facilities to properly control and check the rate of application of the compound. The compound shall be thoroughly agitated during its use and shall be applied by means of approved mechanical power pressure sprayers. The sprayers used to apply the membrane to concrete pavement or concrete pavement (base) shall travel at uniform speed along the forms and be mechanically driven. The equipment shall be of such design that it will insure uniform and even application of the membrane material. The sprayers shall be equipped with satisfactory atomizing nozzles. Only on small miscellaneous items will the Contractor be permitted to use hand -powered spray equipment. For all spraying equipment, the Contractor shall provide facilities to prevent the loss of the compound between the nozzle and the concrete surface during the spraying operations. The compounds shall not be applied to a dry surface. If the surface of the concrete has become dry, it shall be moistened prior to application of membrane by fogging or mist application. Sprinkling or coarse spraying will not be allowed. At locations where the coating shows discontinuities, pinholes or other defects, or if rain falls on the newly -coated surface before the film has dried sufficiently to resist damage, an additional coat of the compound shall be applied immediately at the same rate of coverage specified herein. To insure proper coverage, the Engineer shall inspect all treated areas after application of the compound for the period of time designated in the governing specification for curing, either for membrane curing or for other methods. Should the foregoing indicate that any area during the curing period is not protected, an additional coat or coats of the compound shall be applied immediately, and the rate of application of the membrane compound shall be increased until all areas are uniformly covered. When temperatures are such as to warrant protection against freezing, curing by this method shall be supplemented with an approved insulating material capable of protecting the concrete for the specified curing period. If at any time there is reason to believe that this method of curing is unsatisfactory or is detrimental 038000 Page 17 of 19 Rev. 3-25-2015 to the work, the Contractor, when notified, shall immediately cease the use of this method and shall change to curing by one of the other methods specified under this contract. 15. REMOVAL OF FORMS Except as herein provided, forms for vertical surfaces may be removed when the concrete has aged not less than one day (24 hours) when Type I and Type II cement is used, and not less than one-half day (12 hours) when Type III cement is used, provided it can be done without damage to the concrete. Forms for inside curb faces may be removed in approximately three hours provided it can be done without damage to the curb. 16. FINISHING EXPOSED SURFACES Concrete shall be finished as required in the specification Section for the respective item or as otherwise specified on the plans. An ordinary surface finish shall be applied to all concrete surfaces either as a final finish or preparatory to a higher finish. Ordinary Surface Finish shall be as follows: After form removal, all porous or honey -combed areas and spalled areas shall be corrected by chipping away all loose or broken material to sound concrete. Feather edges shall be eliminated by cutting a face perpendicular to the surface. Shallow cavities shall be repaired using adhesive grout or epoxy grout. If judged repairable by the Engineer, large defective areas shall be corrected using concrete or other material approved by the Engineer. Holes and spalls caused by removal of metal ties, etc., shall be cleaned and filled with adhesive grout or epoxy grout. Exposed parts of metal chairs on surfaces to be finished by rubbing, shall be chipped out to a depth of one-half inch (1/2") and the surface repaired. All fins, runs, drips or mortar shall be removed from surfaces which remain exposed. Form marks and chamfer edges shall be smoothed by grinding and/or dry rubbing. Grease, oil, dirt, curing compound, etc., shall be removed from surfaces requiring a higher grade of finish. Discolorations resulting from spillage or splashing of asphalt, paint or other similar material shall be removed. Repairs shall be dense, well bonded and properly cured, and when made on surfaces which remain exposed and do not require a higher finish, shall be finished to blend with the surrounding concrete. 038000 Page 18 of 19 Rev. 3-25-2015 17. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, no direct measurement or payment will be made for the work to be done or the equipment to be furnished under this specification, but it shall be considered subsidiary to the particular items required by the plans and the contract documents. 038000 Page 19 of 19 Rev. 3-25-2015 SECTION 055420 FRAMES, GRATES, RINGS AND COVERS 1. DESCRIPTION This specification shall govern for the furnishing and installation of frames, grates, rings and covers for inlets, manholes and other structures in accordance with those details. Steel shall conform to the requirements of ASTM Designation: A36 "Standard Specification for Carbon Structural Steel". 2. MATERIALS Welded steel grates and frames shall conform to the member size, dimensions and details shown on the plans and shall be welded into an assembly in accordance with those details. Steel shall conform to the requirements of ASTM Designation: A36. Castings, whether Carbon -Steel, Gray Cast Iron or Ductile Iron, shall conform to the shape and dimensions shown on the plans and shall be clean substantial castings, free from burnt -on sand or blow holes, and shall be reasonable smooth. Runners, risers, fins, and other cast -on pieces shall be removed from the castings and such areas ground smooth. Bearing surfaces between manhole rings and covers or grates and frames shall be cast or machined with such precision that uniform bearing shall be provided throughout the perimeter contact area. Pairs of machined castings shall be matchmarked to facilitate subsequent identification at installation. Steel castings shall conform to the requirements of ASTM Designation: A27 "Standard Specification for Steel Castings, Carbon, for General Application". Grade 70-36 shall be furnished unless otherwise specified. Cast Iron castings shall conform to the requirements of ASTM Designation: A48 "Standard Specification for Gray Iron Castings", Class 30. Ductile iron castings shall conform to the requirements of ASTM Designation: A536 "Standard Specification for Ductile Iron Castings". Grade 60-40-18 shall be used otherwise specified. 3. CONSTRUCTION METHODS Frames, grates, rings and covers shall be constructed of the materials as specified and in accordance with the details shown on the plans, and shall be placed carefully to the lines and grades indicated on the plans or as directed by the Engineer. All welding shall conform to the requirements of the latest American Welding Society Specifications. Frames, grates, rings and covers shall be given one coat of a commercial grade red lead and oil paint and two coats of commercial grade aluminum paint. 055420 Page 1 of 2 Rev 3-25-2015 Painting on gray iron castings will not be required, except when used in conjunction with structural steel shapes. Commercial grade galvanized bolts and nuts shall be used. The zinc coating shall be uniform in thickness, smooth and continuous. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, frames, grates, rings and covers will not be measured for payment, but shall be considered subsidiary to other bid items. 055420 Page 2of2 Rev 3-25-2015 APPENDIX February 25, 2016 City of Corpus Christi Department of Capital Programs 1201 Leopard Street Corpus Christi, Texas 78401 Attention: Mr. J. H. Edmonds, P.E. • GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING & TESTING ▪ SOILS • ASPHALT • CONCRETE SUBJECT: SUBSURFACE EXPLORATION AND PAVEMENT RECOMMENDATIONS FOR THE PROPOSED ENNIS JOSLIN ROAD EXTENSION City of Corpus Christi Project No. E15109 (BOND 2014) Limits: — Williams Drive to Holly Road Corpus Christi, Texas RETL Job No. — G115237 Dear Mr. Edmonds, In accordance with our agreement, we have conducted a subsurface exploration for the above referenced project. The results of this investigation, together with our recommendations, are to be found in the accompanying report, one electronic copy of which is being transmitted to both the City of Corpus Christi and to Urban Engineering. Often, because of design and construction details that occur on a project, questions arise concerning soil conditions, and Rock Engineering and Testing Laboratory, Inc. (RETL), a Texas Professional Engineering Firm (No. — 2101), would be pleased to continue its role as Geotechnical Engineer during the project implementation. RETL also has great interest in providing materials testing and observation services during the construction phase of this project. If you will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. If you have any questions, or if we can be of further assistance, please contact us at (361) 883-4555. Sincerely, Mark C. Rock, P.E. Vice President of Operations Rocs ENG INEER1NG & TESTING LABORATORY, INC. www.rocktesting, corn 6817 LEOPARD STREET • CORPUS CHRIST:. TFrit 78409-1703 OFFicE (361) 683-4555 • FAx: (361) 883-4711 10856 WANDA41E ST. SAN AI+Towio TExAS 78216-3625 OF ct (210) 495-8000 • Fac: (210) 495-8015 No.1 Ro *ioy l_E LANE • ROUND Rom, Tis 78664 OFFICE (512) 284-8022 • F x: (512) 7764 SUBSURFACE EXPLORATION AND PAVEMENT RECOMMENDATIONS FOR THE PROPOSED ENNIS JOSLIN ROAD EXTENSION CITY OF CORPUS CHRISTI PROJECT NO. E15109 (BOND 2014) LIMITS: WILLIAMS DRIVE TO HOLLY ROAD CORPUS CHRISTI, TEXAS RETL PROJECT NUMBER: G115237 PREPARED FOR: CITY OF CORPUS CHRISTI DEPARTMENT OF CAPITAL PROGRAMS 1201 LEOPARD STREET CORPUS CHRISTI, TEXAS 78401 FEBRUARY 25, 2016 PREPARED BY: ROCK ENGINEERING AND TESTING LABORATORY, INC. 6817 LEOPARD STREET CORPUS CHRISTI, TEXAS 78409 PHONE: (361) 883-4555; FAX: (361) 883-4711 TEXAS BOARD OF ENGINEERS FIRM REGISTRATION NO. - 2101 k .. ...J............� �. F ,... GEIGER � z 1 ............ mig NtkitavAi.40 s Brian J. Geiger, P.E. Geotechnical Engineer Cell: 906-370-5196 MARK C. ROC$ ., 71395 '�j Mark C. Rock, P.E. Vice President of Operations Cell: 361-438-8755 TABLE OF CONTENTS Page INTRODUCTION 1 Authorization 1 Purpose and Scope 1 General 2 DESCRIPTION OF SITE 2 FIELD EXPLORATION 2 Scope 2 Drilling and Sampling Procedures 3 Field Tests and Measurements 3 LABORATORY TESTING PROGRAM 4 SUBSURFACE CONDITIONS 4 General 4 Soil Conditions 5 Groundwater Observations 6 OSHA Soil Type Classification 6 PAVEMENT RECOMMENDATIONS 7 Routine Maintenance of Rigid and Flexible Pavement Systems 11 Earthwork and Foundation Acceptance 11 Dewatering Construction Considerations 12 GENERAL COMMENTS 13 APPENDIX Boring Location Plans Boring Logs B-1 through B-5 Key to Soil Classifications and Symbols February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Rd.; Corpus Christi, Texas RETL Job No.: G115237 INTRODUCTION This report presents the results of a soils exploration for the proposed Ennis Joslin Road Extension from Williams Drive to Holly Road (Bond 2014) in Corpus Christi, Texas. This study was conducted for the City of Corpus Christi and Urban Engineering. Authorization The work for this project was performed in accordance with Rock Engineering and Testing Laboratory, Inc. (RETL) proposal number P082415B dated August 25, 2015. The proposal was approved by an executed Agreement provided by the City of Corpus Christi for Ennis Joslin Road Extension Bond 2014 Prop 2 (Project No. E15109) dated November 6, 2015 which was sent to RETL via email on November 24, 2015. Purpose and Scope Based on information provided to RETL, the proposed project will include providing pavement and geotechnical recommendations for the proposed Ennis Joslin Road Project, extending the roadway from Williams Drive to Holly Road (Bond 2014) in Corpus Christi, Texas. It is understood that the proposed project will include the construction of approximately 2,600 linear feet of new, four lane roadway. Additionally, the proposed project will include utility installation to depths of up to approximately 17 - feet below the ground surface. RETL performed the following: • Evaluation of the subsurface soils within the limits of the proposed roadway rehabilitation project by obtaining information on the in-situ soils and groundwater conditions, and to provide flexible and rigid pavement sections suitable for 30 -year pavement designs. • Provide soil parameters, trench excavation design parameters, OSHA soil type classification and recommendations needed by the contractor/engineer to design braced excavations for installation of underground utilities. In addition, prospective contractors will utilize the information provided in this report during the bidding process. The Geotechnical Engineer states that the findings, recommendations, specifications, or professional advice contained herein, have been presented after being prepared in a manner consistent with that level of care and skill ordinarily exercised by reputable members of the Geotechnical Engineer's profession practicing contemporaneously under similar conditions in the locality of the project. No other representations are expressed or implied, and no warranty or guarantee is included or intended. 1 of 13 February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 The scope of services did not include an environmental assessment. Any statements in this report, or on the boring logs, regarding odors, colors, unusual or suspicious items or conditions, are strictly for the information of the client. General The exploration and analysis of the subsurface conditions reported herein are considered sufficient in detail and scope to assist the design engineer in selecting suitable pavement sections for the proposed street construction project and to provide the contractors with information to assist with bidding and design of trench excavation protection. The information submitted for the proposed project is based on project details provided by City of Corpus Christi and Urban Engineering and the soil information obtained at the sample locations. The Geotechnical Engineer warrants that the findings, recommendations, specifications, or professional advice contained herein, have been presented after being prepared in accordance with generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics and engineering geology. No warranties are expressed or implied. This report has been prepared for the exclusive use of the City of Corpus Christi and Urban Engineering for the specific application for the proposed Ennis Joslin Road Extension project between the limits of Williams Drive to Holly Road (Bond 2014) in Corpus Christi, Texas. DESCRIPTION OF SITE The proposed project site extends across undeveloped property from Williams Drive to Holly Road in Corpus Christi, Texas. The site is relatively open and level. The site is predominately barren ground that has recently been plowed for crop cultivation. The drilling operations commenced in November 2015, but were delayed due to inclement weather and wet site conditions. The drilling commenced again in February 2016. At the time of the drilling operations, the condition of the ground surface at the site was firm and did not pose any difficulties to the drill crew moving their equipment around the site to perform the subsurface investigation. FIELD EXPLORATION Scope The field exploration, to evaluate the engineering characteristics of the subsurface materials, included performing the soil borings and determining strength and classification of the subgrade soils samples obtained. 2 of 13 February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 A summary of the field investigation performed for the proposed Ennis Joslin Road Extension is provided in the table below: ENNIS JOSLIN ROAD EXTENSION - BORING SUMMARY Boring Number Boring Depth (ft) GPS Coordinates B-1 20 N 27.68404° W 97.33283° B-2 20 N 27.68279° W 97.33339° B-3 20 N 27.68159° W 97.33436° B-4 20 N 27.68034° W 97.33497° B-5 20 N 27.67921° W 97.33583° The borings performed for this project were used to determine the classification and strengths of the in-situ soils. The field operations were performed by RETL. The information provided on the boring logs includes boring location, boring depth, soil classification, soil strengths, laboratory test results and GPS coordinates obtained using a commercially available GPS at the boring locations. The boring logs are included in the Appendix. Drilling and Sampling Procedures At the borehole locations, a drill rig equipped with a rotary head turning hollow stem augers was used to advance the boreholes to the desired boring termination depth. Disturbed samples were obtained employing split -barrel sampling procedures in general accordance with the procedures for "Penetration Test and Split -Barrel Sampling of Soils, (ASTM D1586)". Undisturbed samples were obtained using thin-wall tube sampling procedures in accordance with the procedures for "Thin Walled Tube Sampling of Soils, (ASTM D1587)." The samples obtained by this procedure were extruded by a hydraulic ram and classified in the field. All of the samples were placed in plastic bags, marked according to boring number, depth and any other pertinent field data, stored in special containers and delivered to the laboratory for testing. Field Tests and Measurements Penetration Tests - During the sampling procedures, standard penetration tests (SPT) were performed to obtain the standard penetration value of the soil. The standard penetration value (N) is defined as the number of blows of a 140 -pound hammer, falling 30 -inches, required to advance the split -barrel sampler 1 -foot into the soil. The sampler is lowered to the bottom of the previously cleaned drill hole and advanced by blows from the hammer. The number of blows is recorded for each of three successive 6 -inch penetrations. The "N" value is the sum of the second and third 6 -inch increment number of blows. The results of standard penetration tests indicate the relative density of cohesionless soils and comparative consistency of cohesive soils, thereby providing a basis for estimating the relative strength and compressibility of the soil profile components. 3 of 13 February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 Water Level Observations - Water level observations were obtained during the test boring operations and are noted on the boring logs provided in the Appendix. In relatively pervious soils, such as sandy soils, the indicated depths are usually reliable groundwater levels. In relatively impervious soils, a suitable estimate of the groundwater depth may not be possible, even after several days of observation. Seasonal variations, temperature, land -use, proximity to a creek, river or lake and recent rainfall conditions may influence the depth to the groundwater. The amount of water in open boreholes largely depends on the permeability of the soils encountered at the boring locations. Ground Surface Elevations - The ground surface elevations were not provided at the boring locations. Therefore, all depths referred to in this report are from the actual ground surface at the boring locations during the time of our field investigation. LABORATORY TESTING PROGRAM In addition to the field investigation, a laboratory testing program was conducted to determine additional pertinent engineering characteristics of the subsurface materials necessary in analyzing the behavior of the pavement systems for the proposed project. The laboratory testing program included supplementary visual classification (ASTM D2487) and water content tests (ASTM D2216) on all samples. In addition, selected samples were subjected to Atterberg limits tests (ASTM D4318) and percent material finer than the #200 sieve tests (ASTM D1140). The shear strength of selected cohesive soil samples were evaluated from unconfined compressive strength tests (ASTM D2166). Estimated soil strengths were obtained using a hand penetrometer. All phases of the laboratory testing program were conducted in general accordance with applicable ASTM Specifications. The results of these tests are to be found on the accompanying boring logs provided in the Appendix. SUBSURFACE CONDITIONS General The types of soils encountered in the test borings have been visually classified and are described in detail on the boring logs. The results of the standard penetration tests, pocket penetrometer tests, strength tests, water level observations and other laboratory tests are presented on the boring logs in numerical form. Representative samples of the soils were placed in polyethylene bags and are now stored in the laboratory for further analysis, if desired. Unless notified to the contrary, all samples will be disposed of 3 - months after issuance of this report. 4 of 13 February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 The stratification of the soil, as shown on the boring logs, represents the soil conditions at the actual boring locations. Variations may occur between, or beyond, the actual boring locations. Lines of demarcation represent the approximate boundary between different soil types, but the transition may be gradual, or not clearly defined. It should be noted that, whereas the test borings were drilled and sampled by experienced drillers, it is sometimes difficult to record changes in stratification within narrow limits. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and clean soil fill. Soil Conditions The generalized soil conditions encountered have been summarized and soil properties including soil classification, strength and the soil parameters recommended for use when designing of braced excavations are provided in the following table: Soil Profile Table D Description LL PI C 7e Ka Kp 0- 8 Fat/Lean CLAY 42-62 28-44 1600 0 120 0.40 2.5 8-20 Fat/Lean CLAY 44-56 31-37 2100 0 60 0.38 2.6 Where: D = Average Depth in feet below existing grade LL = Liquid limit (%) PI = Plasticity index C = Soil Cohesion, psf (undrained) (I) = Angle of Internal Friction, deg. (undrained) ye = Effective soil unit weight, pcf Ka= Active Earth Pressure Coefficient Kp= Passive Earth Pressure Coefficient Detailed descriptions of the soils encountered at the boring locations are provided on the boring logs included in the Appendix. The trench protection should be designed to provide the most conservative design given the design parameters provided in the tables above. It should be noted that the earth pressure coefficients provided for the design of braced excavations included in the table above are based on the soil strengths and soil densities encountered in the field and generally accepted empirical formulas correlating undrained shear strengths to drained shear strengths and the corresponding angle of internal friction for clay soils. 5 of 13 February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 The active and passive earth pressure coefficients were calculated using the drained angle of internal friction as recommended in "FOUNDATION ANALYSIS AND DESIGN," written by Mr. Joseph Bowles where he states, "Drained soil parameters for stiff clays and -C soils in general may be appropriate for lateral pressures behind braced walls where the excavation is open for a considerable length of time." Groundwater Observations Groundwater (GW) observations and the depths the borings caved are provided in the following table: GROUNDWATER (GW) OBSERVATIONS BORING NO. DURING DRILLING UPON COMPLETION 24-HOUR DELAYED READINGS B-1 11' GW at 8' and Caved at 9' GW at 4' and Caved at 6' B-2 11' GW at 131/2' and Open --- B-3 13W Dry and Caved at 17' GW at 4' and Caved at 6' B-4 13W GW at 9W and Caved at 15' GW at 4' and Caved at 7' B-5 6' GW at 5W and Caved at 10' GW at 4' and Caved at 8' Based on the groundwater observation made at the time of our field investigation, it is RETL's opinion that groundwater will be encountered predominately at depths ranging from 51/2 to 8 -feet. The groundwater observations provided in the table above are indicative of the conditions at the boring locations during the time of our field investigation. It should be emphasized that water levels in open boreholes may require several hours to several days to stabilize depending on the permeability of the soils and that groundwater levels at this site will be subject to seasonal conditions, recent rainfall, drought or temperature effects. OSHA Soil Type Classification The table below provides a summary of the OSHA Soil Type Classification for the soils encountered at this site to the depth of 20 -feet, the termination depth of the borings: OSHA Soil Type Classification D Soil Description OSHA Soil Type Classification 0-8 Stiff Clay Above the Water Table Type B 8-20 Very Stiff Clay Below the Water Table Type C It should be noted that the contractor's "responsible person" shall make the final determination of the OSHA Soil Type during excavation of the soils at the jobsite. The maximum allowable slopes during construction for OSHA soil types are provided in the following table: 6 of 13 February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 GUIDELINES FOR MAXIMUM ALLOWABLE SLOPES Soil or Rock Type Max. Allow. Slopes for Excavations < Than 20' Deep Stable Rock Vertical Type A 3/4: Horizontal : 1 Vertical Type B 1 Horizontal : 1 Vertical Type C 1 1/2 Horizontal : 1 Vertical Guidelines for maximum allowable slopes were obtained from OSHA documents, but do not take into account any recent revisions or the stability of long term unprotected slopes. Long term unprotected slopes will likely require flatter slopes. The guidelines presented herein for slopes does not imply RETL is taking responsibility for construction site safety, this responsibility falls entirely upon the contractor and his responsible person. RETL is assuming that the contractor will comply with all rules, ordinances and other requirements to comply with safe construction practices. PAVEMENT RECOMMENDATIONS Based on information provided to RETL, the proposed project will include providing pavement and geotechnical recommendations for the proposed Ennis Joslin Road Project — Williams Drive to Holly Road (Bond 2014) in Corpus Christi, Texas. Based on information provided to RETL, the proposed project will include the construction of approximately 2,600 linear feet of new four lane roadway. Additionally, the proposed project will include utility installation to depths of up to approximately 17 - feet below the ground surface. In designing the proposed roadway, the existing subgrade conditions must be considered together with the expected traffic use and loading conditions. The conditions that influence pavement design can be summarized as follows: • Bearing values of the subgrade. These can be represented by a California Bearing Ratio (CBR) for the design of flexible pavements, or a Modulus of Subgrade Reaction (K) for rigid pavements. • Vehicular traffic, in terms of the number and frequency of vehicles and their range of axle loads. • Probable increase in vehicular use over the life of the pavement. • The availability of suitable materials to be used in the construction of the pavement and their relative costs. • Adjacent site conditions, land use, property owner and distance to potential stockpile locations. 7 of 13 February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 Specific laboratory testing to define the subgrade strength (i.e. CBR/K values) have not been performed for this analysis. Based upon local experience, soil classification, and laboratory testing the estimated CBR and K values for the predominate natural surficial fat clay soils encountered at this site are, 3 and 70 pci, respectively. The Average Daily Traffic (ADT) numbers utilized for this project were provided by the City of Corpus Christi. Given the ADT counts provided, the 30 -year traffic projections to determine vehicles per design lane were calculated taking into account the following considerations provided in the table below: Design Parameter to Calculate 18 kip Equivalent Axle Loads Design Parameters Ennis Joslin Extension; Limits: Williams Dr. to Holly Road Percent Growth 1.8% Percent Trucks 4% Directional Traffic Distribution 50/50 Design Lane Traffic Distribution 60/40 Terminal Serviceability Index 2.5 MPO ADT (2013) 13,167 If the owner or consultant provides design considerations that conflict with those assumed above, then RETL should be given the opportunity prior to final issue of the plans and specifications to determine if supplemental recommendations are warranted. Design lane ADT calculated for 30 -years, calculated rigid and flexible 18 -kip Equivalent Single Axle Loads (ESAL), calculated minimum required structural number and required minimum rigid pavement thickness for Ennis Joslin Road with limits from Williams Drive to Holly Road are provided in the table below for a 30 -year pavement design: Ennis Joslin Road; Summary of Pavement Design Criteria Limits: Williams Dr. to Holly Road 30 Yr. 2046 ADT Design Travel Lane 6,880 Flex. ESAL's 2,593,624 Rigid ESAL's 3,456,584 Required SN 5.29 Rigid Concrete Pavement Thickness (in) 9" The recommended rigid and flexible pavement sections calculated using the American Association of the State Highway and Transportation Officials, "GUIDE FOR DESIGN OF PAVEMENT STRUCTURES," are provided in the following table: 8 of 13 February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 30 YEAR FLEXIBLE PAVEMENT SECTIONS ENNIS JOSLIN ROAD PROJECT (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road.; Corpus Christi, Texas 1 2 3 4 5 6 Type D HMAC 2.5" 2.5" 2.5" 2" 2" 2" Type B HMAC 5" 5" 5" 4" 4" 4" Flex Base Material Type A Gr. 1 11" 11" 9" 16" 16" 14" Lime Stabilized Subgrade (41/2%) 8" --- --- 8" --- Geogrid TX5 No No TX5 No No TX5 Geogrid BX -1100 No BX -1100 No No BX -1100 No Calculated SN 5.33 5.33 5.29 5.4 5.4 5.29 Min. Required SN 5.29 5.29 5.29 5.29 5.29 5.29 After all surface organics, deleterious materials and existing roadway materials have been removed to the desired subgrade elevation, the upper 12 -inches of exposed raw subgrade shall be compacted to a minimum density of 98 -percent of the maximum dry density, as determined by the standard Proctor (ASTM D698), and at, or above, the optimum moisture content. Any soft areas identified shall be removed and properly recompacted in place. Upon completion of the raw subgrade preparation, depending on the pavement section selected for this project, either lime stabilization in accordance with the recommendations herein, or a layer of the specified geogrid shall be placed on the properly prepared raw subgrade and shall extend outside the limits of the crushed limestone base material, or to the limits dictated by the City of Corpus Christi, whichever is greater. The geogrid shall be placed in accordance with the manufacturer's recommendations. If lime stabilization is required in the pavement section selected for this project, the lime stabilization operations shall be performed in accordance with TxDOT Item 260, "LIME TREATMENT FOR MATERIALS USED AS SUBGRADE (ROAD MIXED)." Upon completion of the raw subgrade preparation, lime shall be mixed with the scarified subgrade soils at the rate of 4V2 -percent, based on the maximum dry unit weight of the raw subgrade soils as determined by the standard Proctor, (ASTM D698). The lime stabilized soils should be compacted to a minimum density of 98 -percent of the maximum dry density, as determined by a standard Proctor test (ASTM D698), and at, or above, the optimum moisture content. The flexible base materials utilized shall meet the minimum physical requirements for TxDOT Item 247, Type A, Grade 1. Base materials in flexible pavement areas should be placed in maximum 8 -inch thick loose lifts and compacted to a minimum density of 98 - percent of the maximum dry density, as determined by the modified Proctor test (ASTM D1557), and within 1% -percent of the optimum moisture content. 9 of 13 February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 RETL recommends placing a single course surface treatment underseal, a prime coat (MC -30 or MC -70), or both, on the finished flexible base material prior to placing the HMAC courses. A single course surface treatment underseal should be utilized if opened to traffic. Hot mix asphaltic concrete should meet the requirements set forth in TxDOT Item 340; Type D and Type B surface and base courses, respectively. Maximum thicknesses of HMAC placement for the types of HMAC recommended are provided in the following table: Maximum Recommended Compacted Lift Thickness HMAC Mixture Type Minimum Compacted Lift Thickness Maximum Compacted Lift Thickness Type B HMAC 2.5" 5" Type D HMAC 1.5" 3" Any other pay items not specifically referenced shall be either City of Corpus Christi specifications or TxDOT specifications. All TxDOT specifications are referenced from the 2014 Texas Department of Transportation, "STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES." Allowances for proper drainage and proper material selection of base materials are most important for performance of asphaltic pavements. Ruts and areas that hold water in asphalt pavements allow for quick deterioration of the pavement primarily due to saturation of the underlying base and subgrade. The use of concrete for paving has become more prevalent in recent years due to a decrease in the material cost of concrete and to the long term maintenance cost benefits of concrete pavement compared to asphaltic pavements. The table below provides the recommended rigid concrete pavement section: 30 Year Pavement Design for Ennis Joslin; Rigid Pavement Design Pavement Constituents ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Drive to Holly Road; Corpus Christi, Texas Reinforced Concrete 9" Type D HMAC 1" Crushed Limestone Base Material TxDOT Item 247; Type A, Grade 1* 6" Compacted Subgrade Soils (95% Std. Proctor; at, or above, opt.) 12„ *Note: TxDOT Item 247 Type A Grade 1 crushed limestone base material shall be compacted to a minimum of 98 -percent of the standard Proctor (ASTM D698) and within 11/2 -percent of the optimum moisture content when utilized within a rigid concrete pavement section. 10 of 13 February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 The concrete pavement should be properly reinforced and jointed, as per ACI, and should have a minimum average 28 -day flexural strength of 620 psi or a minimum average 28 -day compressive strength of 4,000 psi in accordance with TxDOT Item 360. Expansion joints, if used, should be sealed with an appropriate sealant so that moisture infiltration into the subgrade soils and resultant concrete deterioration at the joints is minimized. The joints should be thoroughly cleaned and sealant should be installed without overfilling before pavement is opened to traffic. Routine Maintenance of Rigid and Flexible Pavement Systems The pavement sections provided in this report are designed based 18 -kip equivalent single axle loads over the design life. During the design life, the roadway will require routine maintenance such as crack sealing and seal coats for flexible pavements and joint maintenance for rigid pavement sections. Without proper maintenance moisture infiltration into the base material and subgrade will result in rapid deterioration of the pavement system. RETL recommends that the City of Corpus Christi protect their investment by incorporating an aggressive maintenance program. Earthwork and Foundation Acceptance Exposure to the environment may weaken the soils if excavations remain open for long periods of time. Therefore, it is recommended that all excavations be extended to final grade and the utilities, boxes, and manholes be installed as soon as possible to minimize potential damage to the bearing soils. The bearing level should be free of loose soil, ponded water or debris and should be observed by the Geotechnical Engineer, or his designated representative. Concrete, pavement constituents, bedding materials and backfill materials should not be placed on soils that have been disturbed by rainfall or seepage. If the bearing soils are softened by surface water intrusion, or by desiccation, the unsuitable soils must be removed from the excavation and replaced with properly compacted fill. Backfill materials should be placed in maximum 8 -inch thick loose lifts and compacted to a minimum density of 95 -percent of the maximum dry density, as determined by the standard Proctor (ASTM D698), and the moisture content should be maintained within — 1 to +3 -percent of the optimum moisture content. The Geotechnical Engineer or his designated representative should monitor the placement of roadway constituents, bedding material, backfill and backfill behind the curb. Any areas not meeting the required compaction should be recompacted and retested until compliance is met. City of Corpus Christi testing frequency should be viewed as the minimum amount of testing required to verify compliance to the plans and specifications. 11 of 13 February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 Dewaterinq Construction Considerations Based on the groundwater observations made during the drilling operations and based on our experience with other geotechnical investigations performed in the vicinity, it appears that dewatering will be required, when installing the proposed underground utility lines to depths greater than approximately 8 -feet. It should be noted that the depth to the groundwater is subject to change due to climatic and site conditions; therefore, it should be made the responsibility of the contractor to verify depths to groundwater. A unit cost price for dewatering should be included in the contract documents. The following discussion is general information that may be useful where dewatering operations are required. For construction of shallow excavations, open drainage or interceptor ditches can be expedient and relatively inexpensive method for lowering the groundwater table a slight distance. The interceptor ditch has to penetrate deeper than the elevation of the work area. Water collecting in such ditches normally has to be pumped out of the ditch for disposal. Since gravity flow is relied upon to bring the water to the ditch, the continued inflow is dependent on the water level in the ditch being kept low. With this method, it is common to construct small pits in the ditch, termed sump pits, for locating the necessary pumps (sump pumps). The drawing down of the water table can also be accomplished by constructing a series of sump pits, or, if greater depth is required, some type of drainage wells around the construction area and pumping the water from these pits or wells. For dewatering to intermediate depths (to about 30 -feet but more if sufficient area is available for installing the necessary equipment) well -point systems are normally used. To dewater an area, a series of well points is installed around the perimeter of the area. The groundwater level within the perimeter will be lowered when the well -point system is put in operation. The spacing of the well points varies according to the soil type and depth of dewatering. Spacing conventionally varies between 3 and 10 -feet. With the type of pumping equipment conventionally used for well points, the depth of dewatering that can usually be achieved by a single line of well points located around the perimeter of an excavation is about 18 to 20 -feet. This is due to the limit on the practical lifting, or suction, capacity of the pumping equipment. Lowering the water table through a greater distance may require the use of a two (or more) stage (multistage) installation. Where a two-stage installation is required, the well points for the first stage of drawdown are located near the extreme perimeter limits of the area that can be excavated, and are put into operation. Well points for the second stage are subsequently located within the area that has been excavated, near to the bottom elevation that has been dewatered by the first stage. The second stage well points then lower the water table to the additional depth necessary to complete the excavation in dry conditions. 12 of 13 February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 Subsurface water that flows in an upward direction into an excavation area that is being dewatered imparts a seepage force that tends to loosen the soil, reducing the soil strength. The change in strength should be considered in designing excavation bracing and foundations. Where excavations are to extend more than a few feet below groundwater level, open ditches or pits may not be practical, and more advanced methods may be required. Other methods of dewatering are available and may be more cost effective than those mentioned above. Additional information concerning dewatering may be obtained from a contractor whose specialty is dewatering. GENERAL COMMENTS If there are any revisions to the plans for the proposed project, or if deviations from the subsurface conditions noted in this report are encountered during construction, RETL should be retained to determine if changes in the recommendations are required. If RETL is not retained to perform these functions, RETL will not be responsible for the impact of those conditions on the performance of the project. It is recommended that RETL be retained to provide observation and testing during the construction of the proposed project. RETL cannot accept any responsibility for any conditions which deviate from those described in this report, nor for the performance of the project if not engaged to also provide construction observation and testing. If it is required for RETL to accept any liability, then RETL must agree with the plans and perform such observation during construction as we recommend. All sheeting, shoring, and bracing of trenches, pits and excavations should be made the responsibility of the contractor and should comply with all current and applicable local, state and federal safety codes, regulations and practices, including the Occupational Safety and Health Administration. 13 of 13 APPENDIX - G€OrFCI1sICAL Er GiNEERiNc. • CONSTRUCTION A-roaiA15 ENGINEERING &rTESTING • S041.5 • ASPHALT • CONCRETE February 25, 2016 City of Corpus Christi Attn: Mr. J.H. Edmonds, P.E. BORING LOCATION PLAN ENNIS JOSLIN ROAD EXTENSION (City of CC Proj. No. E15109) Limits; Williams Dr. to Holly Road; Corpus Christi, Texas RETL Job No.: G115237 ROCK ENGINEERING & TESTING LABORATORY. INC. www.rocktesrinq corn 6817 LwPARD STfEEI •CIDFIPusCHrtisTi. TExas 78409-1M .3 OFrICt: (361) B83-4555 • F&.E (3161) 883-4711 10856 V. N ALE ST • Sara Aro, Tfe.&8 7$216-3$25 OFFICE (210) 4954000 • Rue (210) 495.8015 No. t Ro i o fILLE LANE- RQUPIC ROCK, TE:us 78554 OFME: E: (512) 2848022 • F (512) 28447$4 LOG OF BORING B-1 SHEET 1 of 1 o wNa rFs Rock Engineering & Testing Laboratory ��,oN' r�4, 6817 Leopard Street /I OCCorpus Christi, TX 78409-1703 o �p� Telephone: 361-883-4555 ° 9gro o4QFax: 361-883-4711 9y vx� CLIENT: City of Corpus Christi - Capital Programs PROJECT: Ennis Joslin Road Extension Bond 2014 LOCATION: Ennis Joslin Road; Corpus Christi, Texas NUMBER: G115237 (City Job No. E15109) DATE(S) DRILLED: 11/24/15 - 11/24/15 FIELD DATA LABORATORY DATA DRILLING METHOD(S): SOIL SYMBOL DEPTH (FT) SAMPLE NUMBER SAMPLES N: BLOWS/FT P: TONS/SQ FT T: TONS/SQ FT Qc: TONS/SQ FT MOISTURE CONTENT (%) ATTERBERG DRY DENSITY POUNDS/CU.FT COMPRESSIVE STRENGTH (TONS/SQ FT) MINUS NO. 200 SIEVE (%) Hollow Stem Auger LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX GROUNDWATER INFORMATION: Groundwater (GW) was encountered at a depth of 11 -feet during drilling. GW at 8 -feet and Caved at 9 -feet upon completion. 24 -Hour Delayed Readings: GW at 4 -feet and Caved at 6 -feet. SURFACE ELEVATION: N/A LL PL PI DESCRIPTION OF STRATUM FAT CLAY dark gray, moist, firm. (CH) - SH S-1 P= 1.0 26 62 18 44 75 Same as above, stiff. SH S-2 P= 2.0 26 /- 5 - LEAN CLAY gray, moist, very stiff. (CL) S-3 P= 3.0 19 44 16 28 110 1.8 77 �j SH 35 19 Same as above, brown. •10 - FAT CLAY brown, moist, stiff. SS S-5 N= 9 24 56 19 37 82 Same as above, very stiff. SH S-6 P= 3.75 21 104 2.4 - 15 - Same as above. SH S 7 P= 4.0 25 20 - Boring was terminated at a depth of 20 -feet. N - STANDARD PENETRATION TEST RESISTANCE REMARKS: Boring location and depth were determined by RETL. Drilling operations were performed Qc - STATIC CONE PENETROMETER TEST INDEX by RETL at GPS Coordinates N 27.68404° W 97.33283°. P - POCKET PENETROMETER RESISTANCE W 0 O 0 a 0) O z W 0 z O O 0 O J LOG OF BORING B-2 SHEET 1 of 1 wNa rFs Rock Engineering & Testing Laboratory ��,oN' r�4, 6817 Leopard Street Corpus Christi, TX 78409-1703 /o �I 0 Cp� Telephone: 361-883-4555 9gro o4Q° Fax: 361-883-4711 9y vx� CLIENT: City of Corpus Christi - Capital Programs PROJECT: Ennis Joslin Road Extension Bond 2014 LOCATION: Ennis Joslin Road; Corpus Christi, Texas NUMBER: G115237 (City Job No. E15109) DATE(S) DRILLED: 11/24/15 - 11/24/15 FIELD DATA LABORATORY DATA DRILLING METHOD(S): SOIL SYMBOL DEPTH (FT) SAMPLE NUMBER SAMPLES N: BLOWS/FT P: TONS/SQ FT T: TONS/SQ FT Qc: TONS/SQ FT MOISTURE CONTENT (%) ATTERBERG DRY DENSITY POUNDS/CU.FT COMPRESSIVE STRENGTH (TONS/SQ FT) MINUS NO. 200 SIEVE (%) Hollow Stem Auger LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX GROUNDWATER INFORMATION: Groundwater (GW) was encountered at a depth of 11 -feet during drilling. GW at 13% -feet and Open upon completion. Boring backfilled upon completion due to soft ground conditions. SURFACE ELEVATION: N/A LL PL PI DESCRIPTION OF STRATUM FAT CLAY dark gray, moist, stiff. SH S-1 P= 1.5 23 Same as above. (CH) SH S-2 P= 1.5 23 52 20 32 100 1.5 78 - 5 - Same as above, gray, very stiff. SH S-3 P= 2.5 19 LEAN CLAY brown, moist, stiff. (CL) j- 10 - SH S-4 P= 2.0 23 47 15 32 89 , _ SH S5 SZ P= 3.5 22 102 1.7 Same as above. - ---------------- FAT CLAY brown, moist, stiff. (CH) SH S-6 p= 1.75 25 54 18 36 86 / 15 - Same as above, very stiff. SH S-7 P= 3.5 24 20 Boring was terminated at a depth of 20 -feet. N - STANDARD PENETRATION TEST RESISTANCE REMARKS: Boring location and depth were determined by RETL. Drilling operations were performed Qc - STATIC CONE PENETROMETER TEST INDEX by RETL at GPS Coordinates N 27.68279° W 97.33339°. P - POCKET PENETROMETER RESISTANCE LOG OF BORING B-3 SHEET 1 of 1 wNa rFs Rock Engineering & Testing Laboratory ��,oN' r�4, 6817 Leopard Street /I 0 CCorpus Christi, TX 78409-1703 o �p� Telephone: 361-883-4555 ° 9gro o4QFax: 361-883-4711 9y vx� CLIENT: City of Corpus Christi - Capital Programs PROJECT: Ennis Joslin Road Extension Bond 2014 LOCATION: Ennis Joslin Road; Corpus Christi, Texas NUMBER: G115237 (City Job No. E15109) DATE(S) DRILLED: 2/5/16 - 2/5/16 FIELD DATA LABORATORY DATA DRILLING METHOD(S): Hollow Stem Auger SOIL SYMBOL DEPTH (FT) SAMPLE NUMBER SAMPLES N: BLOWS/FT P: TONS/SQ FT T: TONS/SQ FT Qc: TONS/SQ FT MOISTURE CONTENT (%) ATTERBERG LIMITS DRY DENSITY POUNDS/CU.FT COMPRESSIVE STRENGTH (TONS/SQ FT) MINUS NO. 200 SIEVE (%) LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX GROUNDWATER INFORMATION: Groundwater (GW) was encountered at a depth of 13% -feet during drilling. Dry and Caved at 17 -feet upon completion. 24 -Hour Delayed Readings: GW at 4 -feet and Caved at 6 -feet. SURFACE ELEVATION: N/A LL PL PI DESCRIPTION OF STRATUM A - 5 - 10 - 15 - SS S-1 SH S-2 SH S-3 SH S-4 SH S-5 SH S-6 SH S-7 1 N= 6 P= 2 0 P= 3.5 P= 2 5 p= 3.5 p= 3.5 p=3.5 27 1 29 23 23 35 24 31 57 51 54 17 16 18 40 35 36 102 103 1.8 1.8 79 82 87 79 FAT CLAY dark gray, moist, firm. (CH) Same as above, stiff. (CH) Same as above, gray, very stiff. FAT CLAY brown, moist, very stiff. (CH) Same as above. Same as above. FAT CLAY brown, moist, very stiff. 20 N - STANDARD Qc - STATIC P - POCKET Boring was terminated at a depth of 20 -feet. PENETRATION TEST RESISTANCE CONE PENETROMETER TEST INDEX PENETROMETER RESISTANCE REMARKS: Boring location and depth were determined by RETL. Drilling operations were performed by RETL at GPS Coordinates N 27.68159° W 97.33436°. 111 0 O 0 a z 0 0 z w 0 z O O 0 O J LOG OF BORING B-4 SHEET 1 of 1 o wNa rFs Rock Engineering & Testing Laboratory ��,oN' r�4, 6817 Leopard Street /I 0 CCorpus Christi, TX 78409-1703 o �p� Telephone: 361-883-4555 ° 9gro o4QFax: 361-883-4711 9y vx� CLIENT: City of Corpus Christi - Capital Programs PROJECT: Ennis Joslin Road Extension Bond 2014 LOCATION: Ennis Joslin Road; Corpus Christi, Texas NUMBER: G115237 (City Job No. E15109) DATE(S) DRILLED: 2/5/16 - 2/5/16 FIELD DATA LABORATORY DATA DRILLING METHOD(S): Hollow Stem Auger SOIL SYMBOL DEPTH (FT) SAMPLE NUMBER SAMPLES N: BLOWS/FT P: TONS/SQ FT T: TONS/SQ FT Qc: TONS/SQ FT MOISTURE CONTENT (%) ATTERBERG LIMITS DRY DENSITY POUNDS/CU.FT COMPRESSIVE STRENGTH (TONS/SQ FT) MINUS NO. 200 SIEVE (%) LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX GROUNDWATER INFORMATION: Groundwater (GW) was encountered at a depth of 13% -feet during drilling. GW at 91/2 -feet and Caved at 15 -feet upon completion. 24 -Hour Delayed Readings: GW at 4 -feet and Caved at 7 -feet. SURFACE ELEVATION: N/A LL PL PI DESCRIPTION OF STRATUM /- r r r 5 - 10 - 15 - SH S-1 SH S-2 SH S-3 SH S-4 SH S5 S6SH H S-7 P= 1.5 P= 2.5 P= 4.0 P= 2.0 P= 4.0 P=3.0 P= 4.0 30 1 27 21 25 28 24 31 57 48 44 16 13 13 41 35 31 96 96 1.3 1.7 77 81 81 FAT CLAY dark gray, moist, stiff. (CH) Same as above. LEAN CLAY gray, moist, very stiff. (CL) Same as above, stiff. (CL) Same as above, brown, very stiff. LEAN CLAY brown, moist, very stiff. Same as above. 20 - N - STANDARD Qc - STATIC P - POCKET Boring was terminated at a depth of 20 -feet. PENETRATION TEST RESISTANCE CONE PENETROMETER TEST INDEX PENETROMETER RESISTANCE REMARKS: Boring location and depth were determined by RETL. Drilling operations were performed by RETL at GPS Coordinates N 27.68034° W 97.33497°. LOG OF BORING B-5 SHEET 1 of 1 o wNa rFs Rock Engineering & Testing Laboratory ��,oN' T�4, 6817 Leopard Street /I 0 CCorpus Christi, TX 78409-1703 o �p� Telephone: 361-883-4555 ° 9gro o4QFax: 361-883-4711 9y vx� CLIENT: City of Corpus Christi - Capital Programs PROJECT: Ennis Joslin Road Extension Bond 2014 LOCATION: Ennis Joslin Road; Corpus Christi, Texas NUMBER: G115237 (City Job No. E15109) DATE(S) DRILLED: 2/5/16 - 2/5/16 FIELD DATA LABORATORY DATA DRILLING METHOD(S): Hollow Stem Auger SOIL SYMBOL DEPTH (FT) SAMPLE NUMBER SAMPLES N: BLOWS/FT P: TONS/SQ FT T: TONS/SQ FT Qc: TONS/SQ FT MOISTURE CONTENT (%) ATTERBERG LIMITS DRY DENSITY POUNDS/CU.FT COMPRESSIVE STRENGTH (TONS/SQ FT) MINUS NO. 200 SIEVE (%) LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX GROUNDWATER INFORMATION: Groundwater (GW) was encountered at a depth of 6 -feet during drilling. GW at 5% -feet and Caved at 10 -feet upon completion. 22 -Hour Delayed Readings: GW at 4 -feet and Caved at 8 -feet. SURFACE ELEVATION: N/A LL PL PI DESCRIPTION OF STRATUM 5 - 10 - - 15 - S H S 2 SH S3 SH S4 SS S-5 SS S-6 SH S7 I I P= 1.5 P= 2.5 P-2.0 P=3.0 N= 7 N= 11 P=4.0 27 1 20 17 19 22 23 29 42 46 56 12 14 19 30 32 37 109 112 1.7 1.4 60 63 78 LEAN CLAY gray, moist, stiff. (CL) Same as above, light gray. (CL) Same as above, light gray and brown. SANDY LEAN CLAY light gray and brown, moist, very stiff. FAT CLAY brown, moist, firm. (CH) Same as above, stiff. Same as above, very stiff. 20 - N - STANDARD Qc - STATIC P - POCKET Boring was terminated at a depth of 20 -feet. PENETRATION TEST RESISTANCE CONE PENETROMETER TEST INDEX PENETROMETER RESISTANCE REMARKS: Boring location and depth were determined by RETL. Drilling operations were performed by RETL at GPS Coordinates N 27.67921° W 97.33583°. \G 4 Rock Engineering & Testing Laboratory t•fis 6817 Leopard Street Corpus Christi, TX 78409-1703 t I Engineering & Testing Telephone: 361-883-4555 t1 0 C o Laboratory, Inc. Fax: 361-883-4711 KEY TO SOIL CLASSIFICATION AND SYMBOLS UNIFIED SOIL CLASSIFICATION SYSTEM TERMS CHARACTERIZING SOIL STRUCTURE MAJOR DIVISIONS SYMBOL NAME GW riwill I• '1 Well Graded Gravels or Gravel-Sand mixtures, little or no fines SLICKENSIDED - having inclined planes of weakness that are slick and glossy in appearance FISSURED - containing shrinkage cracks, frequently filled with fine sand or silt; usually more or less vertical LAMINATED (VARVED) - composed of thin layers of varying color and texture, usually grading from sand or silt at the bottom to clay at the top CRUMBLY - cohesive soils which break into small blocks or crumbs on drying CALCAREOUS - containing appreciable quantities of calcium carbonate, generally nodular WELL GRADED - having wide range in grain sizes and substantial amounts of all intermediate particle sizes POORLY GRADED - predominantlyof one grain size uniformly graded) or having a range of sizes with some intermediate size missing (gap or skip graded) GRAVEL AND GP o O l ° iv )0 c Poorly Graded Gravels or Gravel-Sand mixtures, little or no fines GRAVELLY SOILS GM o a ' J O 0 Silty Gravels, Gravel-Sand-Silt mixtures COARSE GC i/wsz Clayey Gravels, Gravel-Sand-Clay Mixtures GRAINED SOILS SW ee Well Graded Sands or Gravelly Sands, little or no fines SAND AND SP Poorly Graded Sands or Gravelly Sands, little or no fines SANDY SOILS SM Silty Sands, Sand-Silt Mixtures SC ,r/ �I /// Clayey Sands, Sand-Clay mixtures ML Inorganic Silts and very fine Sands, Rock Flour, Silty or Clayey fine Sands or Clayey Silts SILTS AND CLAYS LL < 50 CL// Inorganic Clays of low to medium plasticity, Gravelly Clays, Sandy Clays, Silty Clays, Lean Clays SYMBOLS FOR TEST DATA — Groundwater Level - (Initial Reading) 1 - Groundwater Level (Final Reading) — Shelby Tube Sample " — SPT Samples 1 11 — Auger Sample I — Rock Core FINE GRAINED OL -- — - Organic Silts and Organic Silt-Clays of low plasticity SOILS MH Inorganic Silts, Micaceous or Diatomaceous fine Sandy or Silty soils, Elastic Silts SILTS AND CLAYS LL > 50^ CH / Inorganic Clays of high plasticity, Fat Clays OH Organic Clays of medium to high plasticity, Organic Silts HIGHLY ORGANIC SOILS PT J/ 0 i, , „ Peat and other Highly Organic soils TERMS DESCRIBING CONSISTENCY OF SOIL COARSE GRAINED SOILS FINE GRAINED SOILS DESCRIPTIVE TERM NO. BLOWS/FT. STANDARD PEN. TEST DESCRIPTIVE TERM NO. BLOWS/FT. STANDARD PEN. TEST UNCONFINED COMPRESSION TONS PER SQ. FT. Very Loose Loose Medium Dense Very Dense 0 - 4 4 - 10 10 - 30 30 - 50 over 50 Very Soft Soft Firm Stiff Very Stiff Hard < 2 2 - 4 4 - 8 8 - 15 15 - 30 over 30 < 0.25 0.25 - 0.50 0.50 - 1.00 1.00 - 2.00 2.00 - 4.00 over 4.00 Field Classification for "Consistency' is determined with a 0.25" diameter penetrometer —<- CALL BEFORE YOU DIG! 11419 �®¢ $d '�IIIIi;�y7�Pt IIIR:�T C, �. ORPUS, N Cy THE LONE STAR NOTIFICATION COURANT AT 1-1100-664-8744 PROJECT LOCATION ENNIS JOSUN ROAD EXTENSION. HOLLY ROAD TO WILLIAMS DRNE r' air Sheet Index ^K'p 4 TCENENAL LIE ENGINEERINNG iii Qd n TNeneu 5gx� ria' u mu E°T°TSEm NOM a SUEn R 08 a LEGEND DETAIL M.O. e TEM. ECKDELC m usels+ , m 5.100, WATM WE.. WATER. 11 °t00 m +wi ms owm.p WATER. NASTMATEN. uu+ 00 TC 254011) 5 *co m mow) 7174,11W1 TB 4 A 01144 WW. 4104 d; suma m emu MO otro, stroons to WATER MiMALS 3-w MO . 11E10.. STREET MO CNN SECTIONS (1) Ofre OF CORPUS CHRISTI SM. WOES STANDARD DETAILS 3 BASELINE INFORSIATTON • CRY OF CORPUS CHRIST WORN WAT. STANIHRO DETAILS 3 TOPOORAMIH sower a *ow ENNIS Ana FM (WO TO 1.011) (1.00 10 20+00) CRY OF CORPUS CHMSTI WATER SMOAK DEM. 2 OF 4 Ecus ,J°S. o: aD (m.w ,° ,D,w) OM OF CORPUS CHRISTI IMER STANOARD • - _ ^ \' p ° 51011E e 2 y 0 VJ d,. NT a J V08 1VIJI!I1!1I!° °auwe[ (°a°° m ,a } moo. °flue s E map JDwN w (w«w m w. �� STANDARDCM OF CORPUS Bala WASTEWATYR E(.0.w m Down, mw f D.w m w«w, RSR WASIMATER nARMR0 OflYLS 5 a a CRAMAO (xaw m 1«00,RS 'f@ Usaw m 55080MHOAD154.00 55.00EMPTOR• � IKsaw m 08.01 PREEMPTOR 10.08 TO 4.00) om oF ca.. cram Dr. s, pp, Naar ELAN Noms 1 HYDEDUMS My.AROeR,T BiIE EWER 101.04ENTa PIMPS Ru Iww To s.w) MO RTA mus STRIACM OF CORMS C.ISTI CR POLL PR,ur SNRD °null i s au 1.00 m law) storax OF SM. (TOMO m ,5400, w (1540o To 20,0)TCP -12-12 eEsSIRED • s. .) ),ff1Pq4 A. RAW AM MAP Ham Sam. a STEEPING PLAN..N6 JOSLIN RD N ND 1.00 TO e MIMING Fla... .40.21 mmyla DEMOS ANSA T. 011. I d2 I rsf I OrNAPIAM yl SENNIS JOSLIN ROAD EXTENSION 4 a HOLLY ROAD TO W074)IALLMS DRIVE (BOND 2 TITLE SHEET AND PLAN INDEX ® V 11 010 TAW MAMA x (e) PAWNOR WANING oP s AREA 1C' H (T) A140 021us suq*E4-ae)5 MIP -11 08 HOLLY OIMAM CH (s) mom LATE., _ SUP DAM u0 TXDOT TRANCLILM SLIP SASE SMO (zm_xl m w(SE MOOT IRDNOLDIR SDP E suo (SUP -51 08 SPORIA MT.. OM PLANS FOR DRDm. „-„ • 51 CRY OF CORPUS CHRIST STANDARO ORNE.y OVA. HAMM MAMA. 00(3)-I3 Mr or GMBH CHRISTI 51.11.0 D... anS may/ EVARCADE 08(5)-,3 wI5)_„ • CM Or CORPUS VERSO PEDESTRIAN CURS RAMP STD OEM. • . al TADDT 04NR.DE LIMM-13 ENNIS JOSLIN ROAD EXTENSION• CM OF CORPUS *en PERM.. CORN RAMP STD MUM • "' .'n TX E 6(')-13 59 1 (s) MAT BWRKMC... SCHM-m DD�STANDARD [TrHies (.) Tqw. &PNPADE.. EEM.. HOLL YROAD TO WILLIAMS DRIVE T.O.: SS crty Or OMPIE5.9.1 MILE TRAMTRACE STANDARD w BARRICADE."""" MOT WAD F.CE F„ 1) _ (BOND 2014) THq'T>m TAD. HWARD FENCE ""'� "' THE STANDARD SHEETS SPEC, CALM UENTIPIED ON THE SHEET INOIX HRH AN ASTERISK (•) HAVE BEEN ISSUED BY U• AND ARE PUCABLE 10 THIS PROJECT. CITY PROJECT kE>Si09'� 12.12.1036 PREPARED BY N 0A 1. HUDSON. PE. 0.1 IIUENGINEERINGRBAN .oW N « « �.0..4„� RELEASED FOR CONSTRUE710 �` ,; Tvw„u.,.Tn...Ta000vn..,,,,,, at,,•„ ,,,.4....w,,.,.,«,,,..,.,..u.N.,„ 1„10 m,e-ese., ���0007)01 0( EN4)600)N SE' C Rat I 1. PRELIMINARY MATTERS 5. UTILITIES AND STORM WATER 7. WATER LINES 10. MISCELLANEOUS u.r. roe NO. 08896.85.04,. -,,, INSTRUCTIONS OVEN Bq THE NOTES ON THIS SHEET DO NOT NS,ITD,T SEPARATE HALL HAVE A PA, iTEMS UNLESS SPEOriCALLY MCI,. iti TBE B0 FORM 1. ALL CURB INLETS UNLESS NOTED WKIER M WHERE AN DIST,. CONCRETE STRUCTURE IS TO 2 ALL CONSTRIMMON SHALL BE ALLABANDONED EPAR,MEM PERSONNEL iti TBE CONTRACT D«DMTNTS AND TRE STANDARD OPALS ENGLOBED OR REFERENCED IN w A , BOYES TO REM. IN ECESHALL BEDJUSTED TD FINIS" GRAE AND THE PLANS 3 AM CHANCES OR RE00ONS TO THESE PLANS MUST BE SDRNTTED TO TRE OAR FCR RENEW AND APPROVAL PRIOR TO CONSTRUCTION PROPOSED WORK. ALL ABANDONED LINES TO REMAIN IN PLACE SHALL BE CAPPED CLEAR AND CRUD RIGHT -of -WAY AND AND STOCKPILED Al A SECURE LOCATON En 2HE FOR E UNWANTED BY THE CITY SHALL TY T H E AYS OR DIRECTLY BUT SHALL BE CONSIDERED ACRES 10 MARE SUCH RTASCNABTT AD,✓ETMEN,S A, PLACEDNO COST TO OMER CR OAR. 3. ALL STORM WATER PIPE SHALL BE CLASS III REINFORCED CONCH-, PIPE WITH 5. WHERE WASIEWATER AND WAIERLINES CROSS. THE WATERLINE SH,L BE 4. FENCES SHALL BE RELOCA2ED IF NECESSARY PER STANDARD SPECIFICATON AS 5 DiSTiNC PAViNC. 00LONGS. AND OTBER ITEMS SIAF. GA PLANS BAT ry, SPEOFICALLY lYPE B W,L AND lONGUE-AND- GROOVE JOINTS PER AS, C-76 UNLESS NOTED OVER THE SEWER WITH A MINIMUM SEPARATION OF 2 FEET. IF THIS IS NOT DIPENED By IHE OAR. IHE COMPACIOR SH,L NOT DISURB FENCES ALONG THE RELATED TO THE MRN OF THE CONTRACTOR ARE FOR INFORMATIONAL PURPOSES CND OTHERWISE ON THE DRAWINGS. CLASS V REINFORCED CONCREIE PIPE SHALL BE POSSIBLE. EITHER IHE SEWER OP IHE WAIERLINE SHALL BE ENCASED WITH A ROW THAT DO NO2 ENCROACH WITHIN THE ROW. UNLESS DIRECTED BY THE OAR AND niAq BE SIM TO A LESSER ACCURACq OR T0 A LESSER DECREE Cf DPP, MAN USED WHERE 20P OF PIPE EYTENDS INTO SUBCRADE OR BASE COURSE AND STANDARD 20. LENGTH OF PRESSURE PIPE. 2HE CASING PIPE SH,L NOT BE PAID AND AS REQUIRED FOR GRADE ADJUSTMENTS. ALL FENCES ON PRIVATE PROPERTY D R OF HE PLANS WHERE MINIMUM COVER REQUIREMENTS CANNOT BE MET DIRENLY eN SuALL BE SUBSIDIARY 20 luE CARRIER PIPE IHAI ARE DISIURBED, PE 1.40,D. Elf , FOR THE CONTRMTOR'S CONVENIENCE, 6 MTNRMR'SBALL NCONTACT TDAS 8110,NE STAM AND Cfrq TRAFFiC ENDNEERINO AT 4, ALL VALVE BOYES AND MANHOLES REOUIRING ADJUSIMEN2 SHALL BE LOCKIE 0 BY , 1qqq.LINES SH,L BE PLACED , DEP, , PEP GI2, W,ERLINE ,IINIM. SHALL BE REPLACED W2H LI, KIND OP BErrER , IHE COMPACTOR, ExPENSE. LEAST .18 HOURS IN ADVANCE OF AN, EXCAVATION. STATON AND OFFSET AND TED TO ExISTING FEATURES IHAI WILL REMAIN IN 000/Lre REQUIREMENTS ON YVKIER DETAIL SHEDS. HOWEVER. DUE TO CONFLICTS. 2 5, REMOVAL OF DIST,. FENCE. IN AREAS TO RECEME NEW FENCE, WILL NO2 BE 7 OONIRAGIOF SHALL OBTAN ALL PERMiTS AND LiCENSES iti ACCCFAANCE WITH ARII,E 7 PLACE. ALL NEW AND EYISTING VALVE BOYES AND MANHOLES SHALL BE EYTENDE 0 MAY BE NECESSA., 10 PLACE THE LINE DEEPER AT THESE LOCATIONS. IT IS NO2 PAID FOR DIPECILY BUT CONSIDERED SUBSIDIARY 20 IHE VARIOUS BID ITEMS, OF THE GENERAL CONDMONS 20 FINISH GRADE. THIS ACTVITY WILL BE CONSIDERED SUBSIDIARY UNLESS NOTED !WENDED THAT THE LINES BE PLACED Al THESE DEMIHS FOR LONG DISTANCES. UNLESS 02HERVVISE INDICA-1EO, 2HE COMRACIOR SH,L PROVIDE A TEMPORARY OTHERWISE. -.ESE DEPTHS ARE IYPICALLY TO BE AITAINED , VERTICAL OFFSEIS WI, BENDS FENCE FROM THE TIME AN ExISTING FENCE IS REMOVED TO THE TIME THE NL PrNPNEPANIND"Tql7IENSILALMM B7N-r,VONNN2RNANC2NONR"SNHCANLLNNa-NRTPAIRNLINOL ,HANDEYTENDSHOR2DISTANCElHISSHALLCOORDINATED WITH THE CITY WATER PROPOSED FENCE IS REPLACED. THIS WORK WILL NOT BE 20 BID �RDIRECTLY BUT REPAIR OCCURS OUTSIDE IHE 0 PIPE BETWEEN FHTING AT VERTIC, AND HORIZONTAL CHANCES IN ,MIGNMEM PERFORMED BRwEEN , AND BPM UNLESS DIRECTED STREETS ;eR.:=_® �' - - .�< .e R,w I C URBAN L ENGINEERING A MINIMM OF R LIMITS OF PROPOSED SlREET FAGAVATIOA, 1MFACH RES2ORATION, ALONG EYIS2ING 8. ALL LYISTNG WATERLINES 20 BE ABANDONED MUST BE DETACHED POLLMION PREVENTION PLA. SHALL BE MAINTAINED BY THE1. ALL STRE El DIMENSIONS SHOWN ON PLANS ARE 20 BACK PAVEMENTS IHAI APE SCHEDULED FOP SUBSEQUENI SPE Fr ExCAVAIION. SHALL 1G FEEI FROM IHE CONNECTION. GROUT FILLED. AND CAPPED. CONTRACTOR. OF CURB. UNLESS NOTED 02HERWISE. 2, WHERE EYISTING ASPHALT AND CONCRElE ARE 20 BE CUT, lHESE CUTS INCLUDE RERLACEMEN2 OF BASE WITH LOW P.I. MATERIAL THAT IS CONDUCTIVE FOR 9. 2HE PORTON OF EYISTING ACP WATERLINE IDEN2IFIED TO BE DEMOLISHED AND 8, SEEDING SHALL BE PLACED AS SOON AS POSSIBLE AFIER COMPLETION OF CURB REMOVED SHALL BE DONE IN STRICT COMPLIANCE WITH ALL LOCAL. STA, SALVAGE AND DRIVEWAYS. IF INLEIS AND MANHOLES APE BUILT IN SHALL BE %/EPIC, AND W. FEDERAL 3, PRIME COAT MATERIAL SH,L MADET BE PAID ACE MC 3o MC -,0. OR APPROVED EOwL ES SHALL BECTIONS SUBSIDIARY PROPOSED WORK UNLESS PAIDSTORM WATER 20 FOR UNDER A SPECIFIC ES ORDIRECTLY OSILT FENCE SHALL UT AIN IN PLACE UNTIL DISTURBED ,REAS HAVE ACHIEVEDUND 2HE S2RUCTURE. ONCE IN ,00 APPLIED AT A RATE OF 0.15 GAL/SY. BID ITEM. 10. ALL W,ER LINE DEFLECTONS POOIEDR�TI�,y.NDY o DF AC PIPE WILL �aL) SHALL BE VEGETATIVE COVER, a. TRANSITIONS TO EYISTING PAVEMENTS SHALL BE GRADED TO PRODUCE A s. PRE -CAST CURB INLEIS. IF ALLOWED SHALL HAVE CAST -IN-PLACE THROAT AND CONS2RUCTED USING D.!. PIPE AND MJ FIT2INGS, 9. SEEDING AND FERTILIZING SHALL BE PERFORMED PER TYD02 HEM 16.1 AND SHALL BE APPLIED 20 ALL EYPOSE 0 OH, SURFACES DISIURBED DURING CONSTRUCTON. 3'INONRNNONgaLT2INN"1:0ININGITNUNV.I'ANLNNHINA'ANCN. NJOINN2 7,vg,ED4EALL BE g. NANIN,IPE COLLAR SHALL BE USED WHERE PROPOSED SIORM WATER IS TO BE 10. ALL AREAS DISTURBED By IHE CONSTPUCTON SHALL BE RESIORED 20 ORIGINAL APPROVED By THE M WATER PIPE, COLLARS SHALL NO2 BE OR BEnER CONDITION 2HAN Al 2HE START OF CONS2RUCTION, ALL REMOVED OR s. VALLEY GM,ERS SHALL NOT RE coNSTRUC,ED USING HMAc PAVEMENT. BE REPLACED , IHE PIPE COLLARS SHALL NO2 BE REOUIRE 0 T TONGUESIDIARY AND GROOVE CONNEC,IONSTO THE VARIOUS BID 8. GAS LINES cos DAMAGED FENCES. IMPROVEMENTS. TO THE OWNER, UNLESS OTHERWISE INGOODSHALL 3. SIDEWALKS AND DRIVEWAYS 10. ALL OPEN ROPE DE EON. WITH ORANGE SAFE, FENCE AND ES_ - 1. ALOLLNGArTDAUDI2NEA0LaLEOmPEENS,OF THE CYCLE TRACK AND SIDEWALK SHALL MEET 11. UNLESS SHOWN 02HERVVISE IN 2HE PLANS OR SPECIFICATIONS. DEVJA2ERING OF AND LOCAlE ANY EYISTING PIPELINES, 2, IHE CYCLE TRACK SHALL BE CONSIRUCTED AS NECESSARY TO PROVIDE UTLITY LINE AND STORM WA, P WILL NO2 BE P. FOP DIRECTLY BUT CONSIDERED -.ROUGH 2HE PHASED CONSTRUCTION HE SHALL SP UP THE 2RAFFIC CONTROL. 13. CONTRACTOR SHALL VERIFY ALL SURFACE CONDrTIONS ALONG IHE PROPOSED A SMOOTH RIDE, SUBSIDIARY 20 THE HEMS IT MAY BE ASSOCIMIED WIT -I. COORDINAIE W. CAS DEPARTMENT AND REMOVE ASP., AND CONCRETE ROUlE PRIOR 20 PREPARING AND SUBMIT2ING ITS BID. 1 DRIVEWAY lYPE SHALL BE AS SHOWN ON "DRIVEWAY DElAILSq. 12 ALL ASBESTOS-CEMENI PIPE DESIGN,ED FOP REMOVAL SHALL BE DISPOSED OF IN FEDERAL F PAVEMENT IN 2HE AREA WHERE GAS LINE IS TO BE ADJUS2ED, GAS DEPARTMENT la. .pr,tqTIR2tC.BTIIR NSHALL TCOORDIN,E SCHEDULE. PUBLIC NOTFIC,IONS. ETC., WITH STRIC2 ACCORDANCE WITH LOC,. DISPOSAL FORMA ION OFFICER. AC PIPE WILL NOT BE ARE NO2 REQUIRED, AS IN 2HE CASE OF CURB RAMPS. CONTRACTOR CONSTRUCTING PROPOSED IMPROVEMENTS IN 2HE AREA LMIILITY Noioaa. DRIVEWAYS SHALL BE CONSTRUCIED SUCH TH, TErrUPED SURFACES WILL ExCAVATE AND MAKE ADJUSTMENI TO TuE CAS PIPING PRIOR 20 TuE 5. EASING DRVEWAYS. SIDEWALKS. CURB. GUITER AND STORM WATER 15, WHERE THE WORD "PROPOSED'', LPROPL. OR LPROL IS MILIZED IN lHIS SD OF E CAS F THE GAS SHALL BE REMOVED AS REQUIRED TO CONS2RUCT NEW IMPROVEMEN2S, 12. PST DIRECTLY BUT SHALL BE CONSIDERED SUBSIDEARY ,H DOCUMEN2S. IT SHALL MEAN qNEW CONS2RUCTON TO BE PERFORMED AS PAR2 OF INCLUDING THAT WHICH IS REQUIRED FOR GRADE ADJUSTMENTS BEYOND lHIS CONTRACT.- THIS NO2E SHALL NO2 REOUIRE "PROPOSE, -PROP-. OR "PRO- EENTFge PS AN INDIC,OR OF A REQUIRED rTEM. 2HE PROPERTY LINE. IF DIREClE D. 2HE PLANS SHOW ES2IMA.TED 2RAFFIC pRIOR TO COMpLETION OF 2HE SlRE El IMpROVEMEN2S. 2HE CON2RAC2OR MAINS WHHIN THE R.0.00 2HE DITCH EYCAVATON SHALL BE PLACED ACCORDING TO FROM S2REET AND MAlERIAL SPONSIBLE FOR NTRACTOR SHALL 0 ALL SIDEWALK RUNNERS AND DRVEWAYS, SHALL APPLY SURFACE IREATMENT ON 20P OF THE BASE OP BACKFILL MAIERIAL DACKFILL qe NANCtNl.nNNYINITALL NBE DElERMINED IN THE FIELD AT 2HE TALE OF UNTL SUCH TALE THAT THE MPS PROPOSED AVEMEIN2 SECIEaN IS CONS2RUCTE NOF ANY MA,EREAL REMOVED OR LOOSENED DURING CAS CUT,ENG P.ACEMEM PLAN. SEE SHEET ,O lHESE AND COMPLIANCE WITH TEYAS ACCESSIBILITY STANDARDS DC, RCONSTRUCTION 10 INSURE THE SATISF.,10, GRADE, POSITIVE EMOVAL ENT, °r FOR DIBEC2LY BM SHALL DE SUBSIDIARY TO THE OF THE BACKFILL REOURED FOR S,ORMWATER IMPROVEMENTS FROM CAS IMPROVEMENTS MUST MEET OR T(SEE 11. TRAFFIC ESNi"T OF -.ESE HEMS IS SUBSIDIARY TO SIREET ExCAVATION. UNLESS BID ITEM IRAFFIC CONTROL. SHEET I. PE FLECIORIZED PE WAND, PAVEMEM MARKINGS FOR S,REETS SHALL BE TE SIDEWALK RUNNERS AND UNDER IHE UNIT PRICE FOR 'CONCRETE RESPONSIBLE 9. SEOUENCING WORK NCL °EOEwwa`ITAS D REPAIRING ANY UTELITEES DAMAGED AS A RESULT OFDRIVEWAY DRIVEWAYS" REGARDLESS OF WIDTH ALL MS ISTORM,V,ER AND SAN, SEWER). M TRAFFIC CowROL DEVCES, TRAFFIC RC.) SHALL BE OTHER - TO TYPEPHALT. STONE. OPERAT.NS, mqq qmE ,q 000 ME IwA,ER. NISI. ,o LGCAL RESIDEN,S SHALL RE MIAN,WNED AND THICKNESS OF M,EPIALS AND SHALL BE SUBSIDIA, 3: CONSIRUCT PAVING AND OluER SEALING COMPOUND AND GQINT WRAP AS PER TECHNICAL SPECIFICATIONS. . 6. UNIqglICIPMIED REMOVAL OF SIDEWALK, ORMEWAY AND CURB SHALL BE 4. SPECIAL RESTRICTONS: 4, 2HE COMPACTOR MAY USE EYCAVKIED BASE FOR 2RANSITIONS TO EYISTING 10 lES2ING AND TELEVISING OF ALL LINES UNDER PAVEMENT MUST BE COMPLETED Nq' BEM. L''''' °F F.' P'E.NLr' 4.1 DRIVEWAY CONSIRUCTION SuALL BEGIN WITHIN 2 DAYS OF COMPLETING CURD. NN ED SHOWN IN THE PLANS A UNH PRICE SHALL BE NEGOTIATED FOR THIS fiLESS 2HAN 20 DAYS, ARE TEMPOPA, "FOR CONSTRUC110, OP PERMANENT. . WASTEWATER AD PVC WASTEWATER FOLLOW SHALL FOLLOW BACKFILL Dr NO2 HER THE IMPROVEMENTS TDESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) GENERAL NOTES 0 CONCRETE PLAGEMENI SHALL STOP , ExPANSION JOINTS IN SIDEWALKS 4.4 UTILITES 20 9E ABANDONED SHALL 9E MAINTAINED BY TuE CONTRAcrop AND c, CONTRACTOR SHALL IC SIGNAL, TONG. VIDEO ATE OAR.''Nr E � PF'..D L ,EMENDS AND ANY ENSTALLAEON QUESTIONS WITH CITY ,RAFFEC B. WHERE PROPOSED CONCH-, IIES REMAIN IN SERVICE UNTIL THE COMPLEIED BY THE COMPACTOR AND ACCEP,ED FOR USE DY THE OPERATING NiltEDNLANZ N E ANGwDOWELS NHITSwePPE.NODUCLEERNIAPSaLRUEDOTEMPORARY Y S.ABADw SHALL L. NO 2RENCH SHALL BE LEFT OPEN AFIER NORMAL WORKING HOURS. DETOUR POUIES AND TEMPORARY ROAD WIDENING DURING THE VARIOUS AGFwD�OORCOMPACTOR SuALL SPRINKLE FOR DUST COMPOL AS PEOUIRED AND AS DIRECTED BY THE OAR. NO ADDITONAL PAYMENT WILL BE MADE FOR lHIS SEOVENCES OF WORK. UNTIL SUCH TIME AS PERMANENT DRAINAGE S2RUCTURES MANHOLES AND ABANDONED CLEAN -OUTS SH,L BE REMOVED AND 2HE ARE COMPLETED. THE ExPENSE FOR PROVIDING S. SUHABLE IEMPORA, 10. 2HE AREA BE2WEEN 2HE SIDEWALK AND CURB .B GUTTER SHALL BE ExCAVATONS SHALL BE BACK FILLED WITH SELEN MATERIAL COMPACTED 20 WORm DRAINAGE, INCLUDING CONSTRUC2ION OF lE IRO., SWALE, INSTALLATION AND GRADED WITI, TOP SOIL THAT IS FREE OF DEBRIS. BASE. ASP., AND NATURAL GROUND DENSITY OR A MINIMUM OF 95% STD PROCTOR. REMOVAL , IEMPORA, PIPES AND 02HER ASSOCIAIED WORK MLL NO2 20 BE 11. aNETAIEME PNENP'ONPN&NZ-NYS,N1N.FL BE 4 q 4 q W2 9 q W2.0 WELDED 4. WHERE NEW WASTEW,ER MAINS ARE TO BE PLACED ADJACENT 20 AN ExISTING WAlERLINE AT A LKIERAL CLEARANCE OF LESS 2HAl 9 FEET. THAT SEC2ION OF PAID FOR SEPARMIELY BUT SHALL BE SUBSIDIARY TO THE BID ITEM 2RAFFIC CONNECT,. IN20 N. WASIEWATER SYSTEM SHALL BE 2HE COMPACTORS GRADE.2). THE UPPER 5 FEE, OF ABANDONED WIRE FABRIC. SEWER SHALL BE PRESSURE P,ED PVC. AWWA C00D-OP25 NON -BLUE, 8, 2RAFFIC CONTROL. INCLUDING BLUE BUSINESS SEINICE SIGNS. SHALL BE IN 12- ...RLOS7NEG'S'5117E,Ar7A.1Z'FUr."C'EMENTS. MD ''' NON-WHITE COLORED. THIS ACTIVITY SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED SUBSIDIA, 20 IHE PROPOSED WASEWATER ACIIMIIES PLME BEFORE CONSTRUNION COMMENCEMENT IN TuE EVE NI TuAT NO MRAFFIC AN. ExISTS AS PART OF THE DRAWINGS. THE CONTRACTOR MAY 5, EYIS2ING FIBERGLASS SANITARY MANHOLES SHALL BE ANUS, 0 TO FINISH WEN -I FOR 6. CLEANING OR PURGING OF ExISTING WASIEWATER LINES REQUIRED FOR EMEMATION PLANS mET°A< BY THE CONTRMTOR MUST BE SEALEDENGINEERING DBY APROFESSIONAL RESPONSIBILrry AND SHALL BE SUBSIDIARY TO OTHER BID rTEMS ENGINEER, 0 ALL SANITARY MANHOLES INSTALLED ON THIS PROJECT SHALL BE FIBERGLASS 2HE 10. ANY POTENT, DISURBANCE TO TRAFFIC GOING 20 AND 4. CURB AND GUTTER SCHOOL. °°R°'"° A°KENS 1, , AREA BEHIND THE SIDEWAL%S,H,L DBE,gqZ0E.WITH IS PH OF DEBRIS BASE ,PH L AN TOP SOIL THAT MaNS. MINIM. WALL SHALL BE R`NNNo°EN°;O '" NVPAND HOLLY SHALL E COORDINATED WITH THEA/OR:RITEql-EN2 POSSIBLE, , THE MANUFACTURERS DESIG. HORIZONTAL RIBS WHERE POSSIBLE. M CONFLICTS 2, WH N MATCHING NEW 6. CURB .0 GUTIER TO ExISTING 4., THE CUTIER MAY BE UTILIZED 20 ACHIEVE REOUIRED DESIGN CHARACIERISTCS, O, PRAM PONDING WATER TRANSMON 12. SURVEY LE Nu SuALL BE 10. MINIMUM. 3. PE WOOD HNBN HS MANHOLES. -A< DOWELS . �a LONG SHALL BE AND/ORADE 10 THE CONT ICOR FOR THIS PLOWABLE GROUT MATERIAL SURVEY COMROL IS BASED CHRISTI BBI I�" o USD WHERE NEW CURB MATCHES EYIS,INC. WORK. UNLESS PAID FOR UNDER A SPECIFIC BID DEM AFILL ADMIXTURE Y GRACE c PHEDFOLLO JM (NAD R HORIZON, CON2ROL, FLANS Dar TME CALL BEFORE YOU DIG! BE SUPPLIED WITH TE MIXTURE THE FOLLOWING MlxruRE eY AN APPROVED READY-MIXCONTRACTOR CONTRACTOR PRIOR 10 BEGINNING CONSTRUCTON. T IONESTIl&t f 49, aral PARTY RESPONSIBLE CONSULTEDT THE MANUFACTURER'S REPRESENTATIVESHALLBE ADJUSTMENTS To IMPROVE FOR p ACE RRL oo"E*HM5 su IN LLD AJARs. LIMITS As rvECE�ARv FOP �. AST- Ga MD x811 FOR UTILITY ADLLSTMENSS FLOWABLIETY OF THEYMISTURE. 13. COORDINATION "n- ,,.nelow, CallteeIOW. ala GAS - C15 GCS DEPARTMENT 1001bs/C5 PORTLAND CEMENT THE LONE STAR NOTIFICATION COMPANY AT 1-T00-262-8144 WATER - LbMRACTOR WASTEWATER - CONTRACTOR TELECOMMUNICATIONS - AT&T, TIME WARNER CABLE, GRANDE ELECTRIC - AEP 250122/25 WATER 3001bs/CY FLY ASH 2100122/CY SANDOORDINATEWITHAFFEClEPROPER,OWNERS 622/CY DARAFILL AST 4e HRS PRIOR TO THE 2WRIT,. AT LEAST 24 OWN. CITY TD RECEIVE A COPY OF ,L WRITTEN CORRESPONDENCE, LEGENDU.E TESTING SCHEDULE PROPSFO STJROIS RUSTING S4JROIS JOB NO. 08896.85.0.1 :6 _® sRNt DESCRIPTION RATE APPROXIMATE TOTAL PPOLE (LOCATION ON NPOWERRN„ TELEPHONE PEDES, IR STANDARD PROCTOR - EILH.LE - TRENCH NT`KL DENSITIES - SUB.. DwSIT,LE - =uRDRaoE RMwpn( • FLOLEALIPAIS SLR <n +"ITER R EE ERR T/a.. RE.'P. DENSITIES or COMPACTED BASE «c` Wg,B.ALLTEL:L 1E7 - EL[ (H'"""UDL" TRENPHI MITI LAB DENSITY & STABILITY. MATES Mo HDL) - RSI c �R - IN ) a ,,,,,E,PER %TH'.ETcu D.9' - N PLACE (aRq CONCRETE: COMPRESSION. T. ,r. m ze DA, RINCONFINEDCEMENT ST.ILISED RPDE TURK RMP cuss POT. GRATE ISERS nHEADXXL'wLwuTEwn,,w/ wnTEeRunNHQLLs muT-ir~PurEI WF'wxH Oii EFOOTING = NT PER STREET TRENCH Ri� LIP PER T DRQ E'" PER 3063 CY PER "" " MPERLFi�+E/LIF PLRSOURCE PER MHTERNTMATERIPL SOURCE PER 1063 LF STREET 1063 LF STREET PER 1003 LL STREET PER I. , STREET PLR SW LF C0C PER EACH PLR ACH PLRPER ,O E M/RD DED/REOUESIEo [DED/REDUESTEo Eom/REoum[o� AS NEEDED/REQUESTED BTM a CE NORTH ARROW E SLOT INLET 0. TELEVISION PEDESTAL ,D DE ADJUSTED PEDENSITIES Q'OMMuaT OL SEMH PSR POLL CONTRACTOR TO MAKE . WATER V.,LLVE LICHT CONNE,LION UNDER CITY ""-----,_„.......,7 WATER METER SUPERVISION. MATCH � WATERLINE TDNNEOIDN ® OUP WIRE PDWLR POLL ry2IPFrPRVR PIPE AND SUPPLY ALL MATERIAL AND AOR DRAM DIRECTION ARROWS ORE HYDRANT o STORMWATER w HOLL WATER METER . CONTROL PONT WATER VALVE 'S/i4 SITE Ru TAS MEIIN a TC_1.w TOP OF CHUB ELEVATION w T'ro Tae SLE Pw�EMEW OSS. WASTEWATER wwuxwETHICKNESS FL=1,00 !MOLINE 0S.H 70PMWPTER MANHOLE Row sllHr OF WAYSTEL TELEPHONE CO uwxoLE - PROPOSED CONCRETE 0 EEC ELLMo9 R�CO. MLHOLE p__...._ � oHo o�RELE�DN E wuNEr,iou o EIimeiuicsv APPRaMUNENDEPTH MAND LOCATION © DEDNTnu D PERCENT DE SLOPE NE ADJUST VALYE BOL DR wNHOLL TO GRADE ED ENE OF PAVEMENT t I C URBAN L ENGINEERING - -_ - MO - HYDRAULIC GRADE LINE PC POIN1 OF CLFLPTURE PI POINT OF INTERSECTION PROPOSED STORMWATER IANN PT POINT or TANGENCY CONSTRUCTION LIVS ossrs. VORPUS UTILITIES HE NOTE BL BUILDING LINE FOUND RPE OF IRON ROD/PROPERTY RDRNER SP'. DD D'REC'DN L7 CURB INLET "PT'''' "T .DDODR CONCRETE SIDEWALK N SO' CONCRETE RKa WAPAVEMENT TDESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) LEGEND, DETAIL SYMBOLS, AND TESTING SCHEDULE ADA RAMP/DUs STOP rWASTEWATER LINE DRNR sD WHERE HEEL wHERL , EL pp,,,,, WATER UNE O GHOSTED LINES=EYISTING ill D TAIL TITLE ,EL TELEPHONEO.L. rE,L1XEREDETAIL HLL UTLIT�ES. z s 'OP CALE. MPH. LANE M15 FIBER DETAIL S:.LE CENTERLINE OFSLE STREET DR NDS D ERE DELNL 0;TI UTIELr EASEMENT m Fa EDGE OF PAVEMENT SECTION !NNW.B+�ERi EHNNELNH FENCE n WOOD FENCE SECTION TITLE �� DH�LD�NO rE,LTZERE DETAIL t SE TION TITLE 'OD SC.E. ECTiaN SSE QUANTITIES NTOES: ESTIMATED QUANTITIES SUMMARY u.r. roe NO. 08896.85.0.1 ®_ .�" 4 s= 0� �x THE AREA 'C' DITCH EXCAVATION AND GRADING INCLUDES APPROXIMATELY 19978 CY OFht CUT AND 1094 CY OF FILL. THESE VALUES ARE PROVIDED nlo DESCRIPMON owx. uxn FOR INFORMATION PURPOSESD„ .., O�".m,„,,, e„axo ONLY. w�,....o„M.....a.mw.w fano ea 0 2, I C URBAN L ENGINEERING ss 3C60. 6.05 6 EA 1.91 OBSCRIPTION ES 369.1... ES 917171.0.37. Su 3015161 1.31..19n EIO Ell 30. PCP 161 E12 E13 369 RCP MR. LF A7 LCESIM 8 E14 7912.19 LF E11 27.2.68 80 L MO AI Mel 01.11011 0191219M11011 EA . E1a MU RICE 173 L 'mmia.ru.x m. .60wma'u5131u...s.ms»s.s 7016 SF .,. 07.w.w1mr. z wv lieM ® ox w.x. uxr E.ar 1 Una o.wn,..ro.mxa. mzm ,a..,.w.w. mM.E+e015 omx6w.ro.1111.u.1m e re...am EM227a w ,a.iv..c Cas»»«a .EM .Me0n.sm0 1 134 1,00.11.c 17930 SY awux1:. Be 1411.1.4290 Base . ACM 10 MEN. 10700 SY MI 1r PCP IMISM 1.. 0.167 B7 53 Mo. .9229 17 CemproleaS103.0 18700 16. EIS .1091. Go. 201 1 EA alp Aspi.owaray 511 SY EIS 0311.461.166.6 Sslos BIS ela 109.7.IMO DE See.. .x. WAN...x�amw11mLw.m�..57 UNIT .a 116216.1w1mxm ...9. ...00 67/ mow: . 411 t els P MM. wiel,1.w Peered ;„W1317 irwrwrervcms. .was... 361 EP ale am Pam. wu.ux+/nnmm 177....11500 . mw vw a EA 922 209.4.1.01116.366.21 4 . B. 13311-13 We. 1013eand Pad .0 A 9 1.6614¢ 602.666 Ma 022.0.66.66017.60 II . Cap EP . TDESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) ESTIMATED OUANTITES 525 1771 3.66 5.1 . MO 2, mms, emmessmsso, LS F12 081.1.69 WM 774 L B. Paseo EA ..wx O.. xxx G. WASM1.1.1.6.12.1.1731 BM mw' w 6.20 SCP226 7.0.0.1.6 113 to 141 170 L BM SM emsGS :..:BM Ra03 -'. r PVC SIRES Was.. S. to 171 168 0064r m�.x Imam.. .V 95 IF PVC SES12.629.64.1.1101421 IF MC SOP276.0.0616.112.141 . .xx./0573.7.5133.670.419.... , 011.1601109 W. WIT ir WC .2.1 B. Seusneau,6.50e. ea nsmi 767 CI . oil SF 77.1997 131.97517..170.0. e b6'..Px EA 00.16011.10.1001.961....011011, area Beam.. QUM. MU 013 �.lb16 a 0.9 5777 9317.7. 70.09 36 015 we, 1915.9 1578 GIS 30.3393 9.7.3131 39900937.Graune.ar 1 LS GIS 01.166 0100....76611.1611.6.069 1 La 99991 ouscrilurioN OM na owx x NIT .wn.EINEHTS �».a.,. w... sm r os •• i= a , \ 1 OB a 08896 85.04 l- �►.71 _® f�- Esse • iR., �� ■ �oncnj a I lill (mwnus I I A. URBAN L ENGINEERING d VII 1 mama LARGE MASTER PLAN D. R ■ •■ minimum 1 I I 11 II 1�! O I ■ - ■ iii ¢1 1 TDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STORMWATER BASEMAP J p i �rvca, „„„0, TT,'rvLE, ■■1■i 1 'i -: / JOKE AVE. �w 24. RCP :Ilii ■111 X111■ ■111111■ 111 all1111: 11111 1111 NN■■ ■1111■ • 1111�i11111 ..... ■■■.■�■■■■■ LEGEND / LEGEND IPaoaaso wrau'iauenacl� 'ALE wisirvo irvmnnreucsurec� . =oo !1111 1111111 1 ti10,3 UC. Joe Na Oa. B5.04 i� 1 I • W I�soo 5,:,- 1111111 t I_ 77 I A. URBAN L ENGINEERING IIII■111111111 ENIVIS JOSLIN RL? Ili `_- 's`•- _- Ill ,_ NIMBI G NIIM ____l WI 0 NOM i• �✓ _ FIRE MOW � „ p, Pm I I Pm Puc re x � ,�,� ���� J1 . � II 11. ,..p 11111111111 11 11 11111111111 �I ���� I 1111111/ SII, nO i_ I • Pel o,. _ •_� �Id,�o,i �� TDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) WATER BASEMAP � b ww,ER I SaNMaN EGEND / PROPOSED INFRASTRUCTURE 1- _ 1111111111111111 lail UE JOB NO 08.8=0 �i ®_ �f ■ : 11111111111 1 „ PVC ■..111111111111IMc 11 I. 11111111111141 TV I A. URBAN L ENGINEERING 111111111111111111111111111 I�IID10131 ® ®IIEMEH _ j — o �t J/ , MPIOPP /.—.,I:�. _ ill ®� 1 o _ � ® ��I s P , • 1 1:111— 11' R WASTEWATERPRSLR. AREA OPOSED iGPRaK„w,= - 111111111111■.!! 1 1WN 1111111111 PRA. \ E. Mi 1111111111 1 _________ , , TDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) WASTEWATER BASEMAP i� R�a .aa PaoPa=.4; I . 1, 1. ■■■; in NNE - ;;i ■m. — —m11011111....... - .....r ._ ....... ■■ ■ - ,o, s IR I H4 skk LEGEND IPwaaasm wrxxswue�p[F� :g eZz' it wZarlo. ZZZ maao GRAPHIC SCALE wisirvo irvmAnreuc�ure��1 =noo U.E. JOB NO.0889665.04 o I A. URBAN L ENGINEERING lir 1 I,. MI IIIuI1I��Ii111IhI1 ENIIS JOSLIN RD II s I__ <e.c cs uux1 1F ...i' • •lm 1 • •■ ■ ■■■is z. acs � ,az � s as r._ _ 1 I �1 > j .. <PE I I TDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) GAS BASEMAP ss I 1eif1 .. ■ .«— v 1 1 In �` LEGEND / PROPOSED wrRxsRo,RE _ wisirvo irvmAnreuc�ureS� =noo JOB a oaa96e=o, 111111111111111111111111111 ti® 111111111111111 \ ir •4 1 I A. URBAN L ENGINEERING • • mi) .11 III 111• �I ENDS JOSLIN RD. 1 FIE is • • •�_ 111111111 1 1 II II 11 mm ;,r• ;:_ TDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) MIS BASEMAP �■ i 1 11 MINI I' 1 ) 1 LEGEND IPwaaasm wrxaswu i�p[F� _wisirvo irvmAnreuc�ure�� =noo 1� ® 0I111111111111=i. _E il1111I11111 r:a m OB NO08.e=o, t- f� 1 T■.1111111111111111•9�y 1, mu 11111NI111�� iik„�� a• 41.1r'� ei 1N PIEI�I�tI�11MPRI I, SII.0 ENNIS ✓OSUry RD I! __ - I C URBAN L ENGINEERING ® .., -- ' -- f ��� & �r� �— � a �� �� �� WWII sw. 111 Ilk % I!.uu'.'uu'.u"' MI MW 11111111- m. 11! !l;:, _ — 91 e°= 06' 11 IIILkIIFLIII — III' M� ".iIr' 11 1i ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CUTTING PLACEMENT PLAN Aik ill —No,„�s r . � MA PAUL ✓O l oSd a<<.� aORaoB�Ra,a�a� I'iI �� ■ _ _ ” 0 00 a,, NN Ate, yaw o, N po, —..-� MI SSW 'Ar °° miles IImi —' II•! 1 mono MP4.N o FPPaooA„M,o HPo PN' I' • 4 ■■ ii i■�I■11� ,�s��� :°;o P�°���EMP�ao e� 9°a9�o� a�A� �o�"E IIlam ��._mann; ; NE=� ) _..I•■i■��I■■'Ml ___ IN EGEND II BACKFILL 100.0 1 15.0 BACKFILL COMPACTED TD '�- M€ �, S RIGHT-OF-WAY U.E. 12 95% STD PROCTOR. �2 60.0 B-B 2 ' " \-..�\ 2" HMAC TYPE 'D' mmm'�/j %�� -44 4 HMAC TYPE 'B'ps8e 8- f 110- 110 120 110- 11.0 11'��1 `\PRIME COAT 1'--1-11' (.1.-110 2 C&G 2 C&G� 1:.. PROP.ilirm 14 TYPE A GRADE 1-2 LIMESTONE BASE o S I C URBAN L ENGINEERING _ _ _ 2_4% SLOPE 208% SL PE 20 9 SLOPE 2-4% SLOPE ' 2 MIS /� :- COMPACTED TO 98% MODIFIED PROCTOR WITHIN 2% OPTIMUM MOISTURE CONTENT ID's CYCLE TRACK/SIDEWALK ME 6 L CURB SEESHT 49 dEkkail04 AI\ i0 BE PROVIDED IN TWO LIFTS (8 MAX) 51 PROP. 4" GAS WS CYCLE TRACK/SIDEWALK IP `PROP. .- NOTE: PROP. RCB STORM DRAIN. 8 PVC WL. O WIDTH VARIES. /\ / / / / /\/\ / / / / / / TX-5 GEOGRID \ CROSS SLOPES SHALL PROP. PVC WASTEWATER MAIN. STANDARD WIDTH VARIES 50.0 m SECTION %V//�jj/�jj/�j/ ���j�������,�\ j 12 COMPACTED SUBGRADE 959 STANDARD PROCTOR DENSITY AT OR WITHIN 3% ABOVE OPTIMUM MOISTURE CONTENT. N.T£\ /\ \/�\/�\/\\/�\/\\ TYPICAL ASPHALT STREET SECTION °`�°`"'°'"'°°` "�"°""""°" 130.0 RICHT-OF-WAY —17 5 95.0 B-B 17.5' '8.0' 39,5 B-B 16 MEDIAN 39.5 B-B 5 12 BACKFILL COMPACTED TO 957 STD PROCTOR. 5 - 2 C&G 35.5 2' 08,G r 13 35.5 -12.5 -10'-..- 2' C&G -� 2 HMAC TYPE D' \1 2 C&G m"'mj�RIMEACOAT��TY— �� n;. ^:I - mmmi PE Bio � o GRADE 1-2 LIMESTONE BASE P/ TO 98% MODIFIED PROCTOR WITHIN /COMPACTED /2% OPTIMUM MOISTURE CONTENTm E)aSTEXI/yON/6 ING BOULEVARD -65.0 SECTION AT WIWAMS DRIVE \.Tx-5 cewRlo TYPE A GRADE 1-2 LIMESTONE BASE BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STREET AND DITCH SECTIONS (1) N.TS jCOMPACTED TO 98%MODIFIED PROCTOR WITHIN \2% OPTIMUM MOISTURE CONTENT\ 71ArITII:SIVEIIA771:4'11L RIGHT-OF-WAY (VARIES)\PROCTOM \�12 \ iX-5 GEOGRID COMPACTED SUBGRADE 95%STANDARD AT OREWTHIN 3%ABOVE -40(VARIES) MOISTURE .- ±3D ±4D B-B ���/�/ \:SI.- 4.0 -1.0PAINTED MEDIAN 80008/ ALTERHALT STREET SECTION +1 f5VARIES SOUTHWEST BOUND LANE 14.0 LEFT RIGHT TURN TURN LANE LANE _1'-� VARIES 05' r"Sarn0115FPaa".ASµ&T""uu."P,"kr"TM"^". FRU SOB +185 +185 EDGE OF APSHALT TYPE 'D' HMAC ,. G- 2 GM- TYPE 'S' HMAC "Pm_ "2 I 11=1 AW.INAW' 8'rt„,,,,,,,,f...,===..-. // T"R"- T'$' ynynyn `. -"r.n. BASE MATERIAL ."-"-"-”- SIDEWALK„gollit I11=11 LMF SIDEWALK - SIDEWALK , o m NOTE: ROADWAY CONSTRUCTIONBSHALL BE PER THE PROPOSED SECTION, SHOWN ELSEWHERE. EXISTiNG SECTION SOUTH OF HOLLY ROAD PAVEMENT EDGE SECTION N.T.S. IMTHOUT CURB i i U C. JOB NO 0889685. .� �•� Fps she Air. 7 SOIL RETENTION BLANKET vmwu a ar oriuuu uowS,uR[ aNtwi. 4 —1 1 , 1— 0-5 aooRio I C URBAN L ENGINEERING TYPICAL ASPHALT DRIVEWAY SECTION sa 'C' PROPOSED DITCH SECTION ENNIS JOSLIN TO PAUL JONES X50 r5o ,so z,5 _ GABICN BASKET, .5 3 > 5 GABON ennm AREA 'C' DITCH SECTION e TION-7'. SOIL STA. 24+50 TO STA 28+58 I 'l r BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STREET AND DITCH SECTIONS (2) 225 u5 .. coaM snsxo -z. AREA 'C' DITCH SECTION GABION BASKET I STA. 28+90 TO STA 32+90 °;i s ss 2 TYPE E xc..F'. B. sE of Baa .BION sine c HOUSTON.,CRs m APPROVED LOLLAL CANONS 9LALL BE TYPES A BC WIRE FABRIC SHALL BE PLG aoo'ivnMANUF"scauaS, CODINGW. AND OPENING TO AND 5 Of A TM ENGINEER PRIOR ,R PURCHASE �R�R PLACEMENTa al EN 'CR 0 0 �i , Ps R�9P LEF3 a,5 W 9.2 s WELDED WIRE FABRIC OR pa WL 0C w acniF wps 2` H7LLL:G a s„ KE µo CONCRETE RIPRAP DETAIL ftNfAfL B'R"' ENERGY DISSIPATOR BLOCKS iII so -, < -� I I � � sa. � 43 „a aS ,ea .,. ,�. .o. <na U.E. doe Na. 0888005.04 q9{(' ®$ 's `Pam of Ss (39 yo ancemenl S 9...N. 174.425 Acre Tract / Lo Mar nn ca Unit Texas Terra 2 P5 _ ( SEEVLN 28 PLUUR BLUPP ANU ENUINAL PA084 AND BARDEN TRACTS ( 9JL. A, PUB, 4]-44 WY 27 MAP REUURU9 AP MIECP.8 JUJMtY, TEXAS Doc. No. 2011007302 official Records ccs County, Texas and ow Frost Na,�onai sank Lift 22 LU7 ti LUT 'a M �. O - I C URBAN L ENGINEERING -_-- '- 1 Beg 8.a o • IIIIIn11111 1 o (QZ\W ENIS ✓OSL/JV RD. m-4'—'vo3. —wS-�es rsz,�sisa_ -— r F—i _ T" — -_ —tl UT ,a S Lot 7. Section 27 Flourand En<inal Form ana Garden Tracts a cgs. 41-43. Records of Nue<es Co y. Texas 2013024165 Records a Nue<ee aunty. Texas Borne., eavar ee.eiaenneL.a- � 0 Ct Lift J`a � Z ,' wE (Doc No.20,00, Luc 2-a w';"No. LUT 24 L9 L8� O.RN.C.T.) 1.,..41 iJ �vol. Doc. tso�.ofca<��`a �Owner: eTrust Christy Ann Pq Patriciavgeter<on Nu(25%)oft.<ial I 83 0x,13).Si thereon Pl ne coo.eM.0 System. Texas mnn zmeiws. 2. of 1066 (6.4‘4366). shown , reon are Osoloe. ee of the norm +mei.m ...al Datum 3. MN e•nrey WM pr,111.1 from dad data obtained (II FRhIR dr, 23. 2019 UNE GEARING 1315rANCE w mi. a apu.a IESO Joel. - - - - r - -s L 11 2E3403 E 19137 72 .m the �m�aymt-er�.rce - - g -- --_ 16 1116.3403 E 100.00 e.eeea mo _.(xiB]Tx9 q wa,9 seconds different from a North ma butt, eentel.es being (x fa o' 9After 1.8 9 2831,33.. 8 100.00. connection. 1 offset Me connea.p osterilne 69 feet in amaa'nme mal Southeast dkeetion in order to malge. the propmed extension . Official Records of Nuecees9Couunty, Texas awn q nap Kc m of unu Jamin Raoa erten+an. m TDESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CONTROL MAP - a ,. g , 19 it505 - - - - •� wne INu mueetment Partnership, Ltd_ �,, zr�a�1 < _ _ _ _ _ _ _ -'£ LUf 'Yd = J�k� -- - _te PAUL JONES AVE. N. 4ss�ex Map Records of Nueces County. Texas,7,3756.6.5M Owner: City of CorpusChris, �� _ _ _ _ _ _ _ _ PO 10 213 23 zz 111 112 500 5@ 531 535 539 PIT 8091.11188 ...NG ox II n .Emmen 6mesweRNwxi+mew 17137182. nranano 3252 n•xwcomerar InIet-5aexcorma.obell Uelds/pem,one: 17136047.66 363113.430 10.73 II loon im0e ...e naen tsmei 0 'new. y erre rPo 8.r 5/81./ankapst+npee .Dawe cxDx corm. point' Lemw/gn .... a Unsan 6rwa camxa vow. LRYR w/pinka6stonpad 'a.aAN 6.13,01 m.POINI. e URBAN pxe8.orm. qRw/pnkapetanceeRDixr 17139502550 .107.050 Lein w/w/kai stern 88kanme URBAN gxeReorm.pDixt. 17136862380 361616.0 17136432.. 136801620 kw/5x1888 88oxn m 17135968020 36.6.. 8.w/swim 17136618.010 30405,30 w/Sxix s/Cix w/pink cep star pee'aima186rve8. corm. POIM. Leixw/pinkcep.mpee'D,mui 6888. corona poixr 17137866.920 36.5.. RON POO 60.0 171376.403 360204.930 is s 17136964. 360794.240 PKNAILWAXINERFOLIND nnw/Sxix6RpaaxD nnw/sxix6xrauxo xek18/5x182Rpaa80 1713.6.410 361434..0 r 1110H plPf FOUND 17137962340 36067.040 15" IFION PIPE FOUND 171371.00 1363707.660 ORILINOLEPOUND LEGEND ®eery u v GRAPH, SCALE 1.® ♦ c rv,reo< PON, PI,. ...s. CO U E JOB NO Oa. 85 0,1 . s I I i I z t;) M ; H I 1 , g I 'll I 1 .,.o. 1 % \ 1 IC URBAN ENGINEERING 1.V —,..,-.---- - __ ,,.. , -- , --- ) li ENNI8-d6,814/V ROAD BA, 114.1:4M . ISSY'Arml• .,.... • • -..- r.A,.-e '' . . , ‘ . CA CZa ' ,.7....K. -.1 —,G,GRo' IrtiNia.Gr. ' Go— GAS — OAS CAS GA 111 ,LLIN EILLIFF Ann Eng., .. ,. 11.004 11.1.11 , I . o ...............o. . ' I 111 1,1. tEgt181-1;' ...GEM LIM,. Tetaxt Fo .0. OAS GAS GAS . 'it'll j 114 ii. o.......w o— o..................... ; 11. 1.1 ' _ZL,..1S. GAS GAS GAS GAS p I: ' 11'1 q 1111 .. . I , 4 ENNIS JO5LIN RD BASELINE 1 — WOOER LENGTH RAMS LINE / CHORD DIRECTION BEGIN NORTHING, EASTING END NORTHING DOTING 1 e' 1 DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) BASELINE INFORMATION 'II C3 150II4 464 4E0 NOPTX19 21 51 4CGEPST A C4 128 763 465 700 NORTH1B 01 35 04.EPST I 0 „ C5 150II4 464 481 NORTH19 2, 51 4CGEPST 4 ' ..- .-.......,--..... C6 150114 464 481 NORTH19 21 51 4CGEPST L4 354,541 N.' 3, .22 49LE 1,67518463 I360666 870 1713986,6028 .1362367 2572 I L5 1,851 NIP or, 20 31LE 1,4000.9 6097 13624168147 1714015,665 I362442 75, Id M L6 548 C.G2 N.,5' 56 51 3], 1,40276 21,7 IG62482 4773 17140769 OW IG62722 2945 AREA C DITCH ALIGNMENT ; NIABLI, LEN0ILI R.I. LINE ,, CHORD DIRECTION BOON NORTNiNC EPS,. END NaPTNiNC EASTiNG MN CI 55 090 35 021 SOUTH, 20 4752,ST C2 23 478 15.00D SOGTH16 15 181e EAST : , 073,0 528 35 0E,, 171,71421432 1363645 55,5 17136,5 2661 13632277004 L2 2473 029 O61 , 41 70 E 1,836,39,, ,,6,456 5248 1,3,..6 ,3636,,.4,28 L3 100.646 Sel 05 4,1, 171,6354 957, 13632,36217 17136302 44,1 13633287,32 M; HOLLY ALIGNMENT NUMBER LENGTH RADIUS LINE / CHORD DIRECTION IKON NORTHING EPSTINO END NORTH., EPS,. G „„1 liM CPS GAS L7 7199 GOO S61 .22 3,1, 1713,572 VIN 1,5,426 7847 1,5,23 nig 1,64746 8659 SS LEGEND 300 200 100 0 200 900 PROPOSED WRPOTRUCTURE 1--"' _", OFOGG,OlIC,0S0GALE U.E. JOB NO 04 08'48 IAI 'l :r1 I • MM —• :— •== •== T -Eg•M. =IMEI.IE=M „ •.1pF1M.1 III- ,',„1 A IA URBAN ENGINEERING m -1 L _ 111 —= .::1i.1Tl: ,I l M m 1 iii I 11- II co II 1 1 I • m m LE LP I II M MM M= M1E111111a \ I E .11111111111111I mi I II - II 1 j_ 1 PPE 1 DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) SHEET KEY MAP 1 I I I 1 h -LY • , if=,. „ „ „ „ „ „ „ „ di A SKIT I - AKA T v SKII 0 c x I 71 IS - AK , LI„X 1 ) ) ) ) LEGEND GRAPHIC SCALE 1.,00 1�« s„ s„ re� Voll, 67, Pis 2d2, —�� C. CAS a��A; rOnP Ffec0rc5s of`nIueces unty,�Texa Texas C � _ � �1 w�l �,oalloosass�.o C. '�'o�w' IEURBAN ENGINEERING NM Milli 07 V I 1, / --- urs 0. Lot 7, Section 27 eRMa — Flour Bljf and Encinal Farm and Garden �x 4, Tracts 1 Vol. A, Pgs. 41-43, .'"nr"" Mop R�ords of Nueces County, Texas o — e.— Pre T. ��i ateel A R v (aIS1�eM re v FOIST s VVi-/ vo e. ... l% � C scALL rm vole — — mevi) I no �� u I Noes: I ril „' • 'w SUS N w of R[ Co xME M. veeenm a �I C e [ore nrvv am[re rncvs mnv nry nccurenn v�vC[rvnrt ...PS TO LisAl ewRvden� uonnde TTPCOLOVAPTIL MAP BASH. CPS 3 :SNIP ZOINL34205 ALL 3NR:area, .r, „rvosreu„ooR(aNNg�o�oFrvPL�Mv W,RRPaA,[o BOPS revom,x�.ore.Rcsod 1 D BVENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TOPOGRAPHIC SURVEY & BASELINE, ENNIS JOSLIN RD. (0+00 TO 10.00) 1 q� O iv, M '0 I 6+00 ,, 7+00 8+00 9+00 1010f 336D34333 T � L. 7,58wAcres • r b_ „, I> 10 Oso 330,141 Square 2,539 Linear Feet _ _ __ __ yp xe Feet __ _ __ __ __ __ __ __ __ Tv w 1, yr 10 1 —_ WN ^ Alli�e if (� ,� o w w 15' U Eke w m x w w--`— Doc. No. 2D1100330 Doc. No. 2011007302 Official Records of Nueces County, Texas Lal ZS' 1 Officio . ,z,i. ti„.1,` di„ -- I- c90)00 W58 L6127 Doc. No. 2011007302 1 Off' id Records of Nueces County, -- -- -- -- Ng ----=sy 11+00 1 00 13+00 7. Acres 1 330,141 Square Feet Oso 2,539 Linear Feet 1 et w w -44=6.- , Texas T14+00 15J0U .s -V- -r w- - 1 1 I I - Ei eS19 1 U 1 U.C. JOB NO08.6.85.04 �. URBAN L ENGINEERING w 3 786 s'u.E. 3£.w i0 ° " Doc. No. 201100730 e l i 1 Doc. No. 2011007302 ur Official Records of Nueces County, Texs^ ° P a R."" "1 I p PP id Notes: THiS TOPOGRAPHIC. RAP VIPS PREPARED !OR DESGN p.n.s op. 'e = 1 Doc. No. 2011007302 P 37 1 Official Records of Nueces County, TexasTOPOCRAPHC 2 TNIS MAP WAS PREPARED 6.0. 11. BRIE. Or A .RRENI TOLE COMITIONO -i , pTHE ...OR HAS MADE . NYESTGATON OR iNDEPENDENT SEARCH DOR 0 °sEASEMENTS Of RE.RO. FACTS �ssRA,E,o�CIPPE N.83. STAN PLR. �a�TE ns�EDmoss r s RAP BASED ON CPS ooaBASE NnEvn uys apo p 1 DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TOPOGRAPHIC SURVEY & BASELINE, ENNIS JOSLIN RD. (10+00 TO 20+00) -- og __ _Lip00 Z U I— --vs -- m -- -- -- 1 _� _ 16+00__ D. v�as<3� 1 7.58 Acres 1 330,141 Square Feet 2,539 Linear Feet N H N- -- -- -- -- -- o -- 1 17+00 _�_ _�_ b E. m," qs _..,,____h STA 17+98 ENNIS JOSLIN RD BASELINE�i A 0+01 AREA 7 DITCH ALIGNMENT w� -N -- „ , - -- U - o+ _ _�_�_ 19+00 _� 0 ' ", m t. 13wNs 171153.76 �oevn.ssm x" N co 1 V 1 I- 1 —f - w .- Doc. No. 2011007301 e3 Doc. No. 2011007302 ' I Official Records of Nueces County, Texas LOU"P 36 Lar 26 1 1 20 O X94= i I I 00 I7.58 1 m Offioial 21+00 3 _L , Doc, No, 2011007302 Records of Nueces County, Texas Lar a. o 0 22+00 23+00 24+00 25 E: ITOTM9.1821 Acres 0,141 Square Feet ,539 Linear Feet _ — i o 1 1 Lar.�� b N 00 1 - 01.JOB NO. 0889615.04 IEURBAN ENGINEERING ' w__� w „ 15 11E. A. w H ' Doc. No. 2011503301 D „ s pip r• Df ci No. 2 •Doc. 'N 401E,.,L 1 1 �� Official Records ,of , "' —�•— ` :c atee) 1 1 A�mma,R v (a1s11,ei v (B(S1 z0 V/ (a l% jlc sCAEE ,nr vole mevi) (SW) vo e.. ... � 4o �� u Noes. I Lar 33 Doc. No, 2011007302 Official Records of Nueces County, Texas' of R[ m MtuE xi. "°''' ��C E EOR ANA OTHER ESS THAT ACCURATE Mb 0 b 840 685 8 Opus .� S'p� D BVENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TOPOGRAPHIC SURVEY & BASELINE, ENNIS JOSLIN RD. (20+00 TO 30+00) :XVI:: nO sR„. Rm gBEOR gn SORE,D 404 vo„, „0 04o„8 R0a„ d'e 7,,-” I co 25 S F ,§ I 00 26+00 1 1 ' 27+00 28+00 29+00 00 7.58 Acres „ 330,141 Square Feet 2,539 Linear Feet co I 00 1 U 7,58 34,141 Sq 2739 Lin, �u.E. 3 w w w� Doc. No�011om30 ; — _ Doi. 201100730 1 Doc, No, 201 •07302 1 Official Records of N.eces County, Texas ''‘',]:=7,=.4,1.0.,,,,.,,,..,..,,,,,,,,,,,.,...,.,,,,,,.. BPSILHE d,,9 ,^,'. ..... O.�m ,Os_=ss,04 } 1 1 LE Boa No. 08896.8=. 447 d& W ➢1 • i• Doc. No. 2011007302 -cords of Nueces County, Texas t2' f ENNIS JOSLIN RD. ? co IEURBAN ENGINEERING <I ',07 I < 1100 .' 31+uj� 32+00 ^°°. •' 33 .0 __.. +u , 35 ~ _ _ Li I30/343.5250 -� — .. �., ,. _„« �® 7. 58 Acres Square Fe -t i 5330,141 2,539 Linear Fe: I U mss` sui q $, AUffriiiirli } 1111 r 1 Pl. L Lai a PP. round N. Pr i7 I.i .m.K n Notes. � —' a, . SURVEYOR .<. OE RECORD. ot2t ,.�e BOR ANY OTHER FACTS THAT N CCURA,E,iTL�.rE7 `�”„. 3 TOPOCRAPHiC GAP SASH. SOUTHZONEALLOPS....STALE Ea,nML as a.aA„R 1 D BVENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TOPOGRAPHIC SURVEY & BASELINE, ENNIS JOSLIN RD. (30+00 TO 40+00) 0 ch 1 �. oo/—� _-- �_�- a�,�R.a,n F It 171395.1s, 35 0 d 36+00 a _ �- NNIS JOSLIN RD. o� i s,o��s Futae�RVW < • , i V 9 A,--Biock 4, -- ` om0.,,..,..,.,,RcomPmmmP.,0.1eo-uuuu,,.11.e,rRam.wm.-o..E _____- Oso River Estates, — ” Doc. No. 2011007302 Vol. 68, Pg. 31 Official Records of Nueces County, Texas Map Records of Nueces County, Texas. 44-7.io 90.-. , ss,m/` b. rC 41 Tov.,0 IP I I > O J x se+ I b sg, 040° lo Lr. 008 m0. 0889615.04 Fra `s 000 STA 17+98I STA 0 +01 9 I 0,5 NNIS'I EA s L-2 z __----------__79__m _______ li 1+00 2+0�,s 3+00 4+00 ril c. JOSLIN RD BASELINE x ao0 I 7 DITChYu' ALIGNMENT x as 1 LUT 26 1 Doc, No, 2011007302 1 0 o " Official Records of Nueces County, Texas , L48 �0 m x x x o � x x � 0 - _ m IE1 R 1 U .I— x I IEURBAN ENGINEERING k aP �0 o CHH �i I x 6 n P �, �a ° n,,n ,„ P',e _e�e,— H < / ,,reel a 1 $ nmmmH tap,ei s. c SI vow vole n re z�o — — — nePlos)t 1 •• lir 04 L 1 1 I�I,T 2'1 Of0Io ei„u Notes:. Peees,m Ho EASEMENTS OF RECORO ENCITIABRANCES. RESTRICTIVE COVENANTS. OWNERSHIP OF : fieWO Si NnnHHe 8 ore ANT OTHER F.N. TH: w 480oen.�. 0 0048040 QV ERERH,ON5,HER48,.aAN.�ONe�ta�oONNW.. GAP BASED . CPS NA. ST. PLANE N,,.rER.H�o48 Hore.�,�Be,ePe„,,,�,.e, rein„ I 1 BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TOPOGRAPHIC SURVEY & BASELINE, OFF-SITE DRAINAGE (0+00 TO 10+00) --- 1 IL 1 ,w,e„,,n d,,,o ,C ,�.o03 ----—_ -------'—"—'------_—____—__ERS. __---�-----'---_ 110 I �6 00 6+00 '0.7+00 800 9+00_ _ P10+00__ 1 1,1 528 Doc. No. 2011007302 Official Records of Nueces County, Texas 1 LLT 28 ,m ooe o20es,a 00,0480 ,aeoO,.. HIC vwife.AHD e. A,,,.e modified ee ,.neer, on o.ao. 1019 — 0 senor —_ =2= IU 1 1 *� 'In 67, Pgs, 495-496, Map Records of Nueces County, Texa ar, Owner: City of Corpus Christi r ,. „ �,OaNOosags�� 777yyy.., ozVol. ,o CO I - _.x— „3.. _.— _. Sao__ " __ _ e _ _ _ _ _. 8 � � 2 15 IEURBAN ENGINEERING �1 0 11+00 12+0' 13+n 14+0 ---- -� N 1313.5121 z 2313. ~ g y, Texas -- ---.-— x —,1.7,,,,, x 1 . x x 1 .E t - 1 —— —— —�-- x' + x x x x x'1714�Z LLTa2U Doc, No, 2012049446 Official Records of Nueces County, Texas Di. 1III I 10 1 1 EDISI C sCALL rm vole mePi)' et Notes: ''''' I nty, Texas Christi 1 „s+ ,3AIXQ &CHO,Z SL2[OdS S� „e a a'" ","<„ """A,,,"� M"<, " roNN ZONE ,Z05. ALL`ELE2,CPS. NAD33. STATE 3,13E �ONe ARE Opo ON N,wRA""„ rn,"� a� O .,e P.„: = BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TOPOGRAPHIC SURVEY & BASELINE, OFF-SITE DRAINAGE(10+00 TO 20+00) ,O 8 2zc L -x2 _._ai 1 mo• rim „L oHL O„L ,o o„L „L o„L o: o���� �o _• —__may%_—'�� �N�S❑����tl� I I.��. I- 00 15500 16+00 17+00 19+00 20100 ",17 ,36Z41P ill F Est:,!:=21,10. ----------- ,18+00 6.3106 Doc. No, 201204944-6—'- ' Doc. No. 201:0494 46” 012049446Z I Official Records of Nueces County, Texas I Official Records of Nueces County, T exs x x LOT 2.0 x x x� x LOT HIx x 1' 1 x I I i o.,..s.,eo+,ow,„aoo, .,,,,, v"�, A. eu,uN[fwg m.... ,1.r.,...s..• .. - ,.TI 11.1 I I . ° s : . • . . . • 4 '' • J �S SPO088968504s,a 0 .. JOB no. aaass.04 Map Records of Nueces County, TeMAIPLEX ACCESS DRIVE • x s , --.-‘,° .a as Owner: city of Cor�,us Christi g3 x x••� � � _ �� xsoM1 rn o.._s: `�� saa Q '- Alun o IEURBAN ENGINEERING g4 00 21+00 22+00 23+00 4+00 � 1,7„„7',C-,,�F�- -�-x,�-�- -_- x,.a, x2-- -.�-rte-Tfir o;zo i n�" e. �I 446 ;ounty, W:, DTI' iJ[a Doc, No, 2012049446 as Official Records of Nueces County, Texas -7 ° - Rax wl Leoe,F.,„,.. , ... ° n reel r p 0, asl I F lag —40 eq�.,„is,\:. [1cn� 1'�—I x x Notes 0 MATC ST ' IBOR[ NM.o. , - ' n „ 11. A,.,n,.r,C1s,n.,AN>rCn..,,„,.SEARCH ...;2 zor=nzgAz=1FN:ral'r% � :daP 3. scrum zau� ,rzos A ELP,t arvs °reE eP.so ory rvnwee irv.,[ svn[y,[vu -�� Bare Poml hom amlw RwaM1 III f_. 9a '1+ i o' ,t1 ¢' •.x:�',v M1 q,� Noles .?• I ay 4£Yi ,4�5 �. o0 ,° s. sva sva sro sv•1 n ' BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TOPOGRAPHIC SURVEY & BASELINE, OFF-SITE DRAINAGE(20+00 TO 30+00) sm ava _� M1 i ro7 s''s� r 6 ..�� +, ter:° 4 � _ _, Z ti... �',� \` •f.L'SAI/ 111�� �1 ,P5§moa'z M1ms 'Zi�' e • .. .. n ., _-z — ,. z--K '�e 1,,'eTW1 363103 8647 +00 27+00 28+00 29+00 0 „e .n,,,.,”:;., a 1„ Lai' m Doc. No. 2012049446 1 Official Records of Nueces County, Texas wasas.aswmwm,ocomra.v,.n,.arv,,.,..„.,„r.,...,.. n..an. anis_,nn,m ' r3 rerEZ -eV 'E' ITANM 0o rg6� .+ K^rvv' w., ., a +� 17 'j"'.- P.7. �. o IEURBAN ENGINEERING \,oa 0�6 a5" PA UI, JONES AVE, , N o d�,c,„---- - ,„,,,,_______-----4, rK9 — —Y — — — — — — s. a� ae?� �^' = r — — , a •;a I�� c:`, . _ — _ iia tee' s„ Xis x CVS .., +9 -111; °,1 A457 AV' B1K ' PA7 ', g +�. a. e, � uj ,O�.BO. • 110017 2 +00 31+00 �r is 32+00 X3+0 _ ��� �.. — - ,n _ , o, X'''''' Doc. XNo, 20120494�� 46 F1 Official Records Nueces County, TexasR� of 1 1,,,,�M-„g eZP OS) esi Pipe Line (CIS) BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TOPOGRAPHIC SURVEY & BASELINE, OFF-SITE DRAINAGE(30+00 TO 40+00) Notes BORE-1 =tint leen Per, PROPOSED u r 17 ENNIS JOSLIN RD. "o 00 ,08 No. 04 9465C4 Fla Ufa Of g 1 1 Doc. No. 2011007302 ^^S icial Records of Nueces County, T-,xas k k" k k1,,,,,,„,, 11 EXTENSION 130.00' R.O.W. � 5^ k^^ �z V 1::„,: 7r 37 eme 1 1 * i a �^� .2::.:360939.30119n s J a.^e^^ r• k ^pens >;?akgnE IEURBAN ENGINEERING . i;'” 1 o — .0 '= ^3— a --- ------------- -- - --• 'Sirl ^� 1 :'et 444 . ` —"°� a'11� TO v - -9Y'--1_ �` �I 1�-_� 1 �et lIk.° o" .. -- -- -- -- -- ,3� Los Arboles at Terra Mar - Unit.2 / "'" 1 ,w 1 Let a LOT a Vol b $r a LEVI s 67, Pgs, 202,otr"u�"on�=,<<"mr=<1 i" L �i 1 ,C L a era "e"1o,1 <s �� ° 1 u"P h.:44 " " boo. Na. 2011007302 Mores THIS TOPOGRAPHIC A1AP VAS PREPARED FOR DESIGN PURPOSES ONLY FACTS ,"A, ACCURATE COORDINATE MAY SOD: ZONE u� BASED E aE:TON OBI STATE s,E ��" moo""� es m'", — °, ,L" = 215 a""nwe 1 BVD ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TOPOGRAPHIC SURVEY & BASELINE, HOLLY ROAD (25+00 TO 35+00) Official Records of Nues County, Texgs Record Centerline ^099 .. +.�a..n..�.m�y�+a sae ii . w w-33f6P ^0 f90 3f ^oma — :'''1 - s a'y_. zs^ 4, - - i e 4 k __ -4 � --mak N�ry'S •°44 x •44•01 a y — ILS uns HL "L nL o �� 9 ' �'� a o i&'• __ _. X4'14 ;51a -k;91_;" " x 1 Lot 7 Section 27 1 Flour Bluff and Encina) Farm and Garden Tracts ' n'fl8N 2.7s ;,==40.„,..,.„,,,,,,..,..,,,,,,,,,...,.„..,-....w.; L5 .eg.,s_41,� 43.'.... T _.. _ _ 1 LE doe NO. 088.85. L22 3S En Ea=r = L I �� Doc. No. 2011007302 E Official Records of Nueces County, Texas E^°- Texas EAE, .pse ,oe . o a 22 ,E oAEonE ' nE a,•'- o _ IEURBAN ENGINEERING . - d — :1. :• w e)n Ui - - „ ib-F00w w M1-3/+UU ",,;e 'SS+UU ,,,e539+00 ,2x 4: �f:I _ + _ = 1 7I0ZLP -17- s T _ _ • AASo2a' 2 ., w pr *.�6A�'-'1-1-1---'-'----"'''''a'' W likirt -e RE -" RE AE��?M1 , • • n� n� eooun: x Jwiq�iMti'•'... _ n 8AAnilN 7P AC18 MAP ndcnnom 30 . $ Bend aKx `P9 (CIS, e� F, do,O0=, 9 m�,� R d Ayes � , 1 THE R HAS MADE NO I,ESOOATION OR INDEPENDENT SEARCH FOR Dc 0'Lara TGLE ERRANY OTHER E�9THAT ,NACCURATE ,eLEn„R.MAN o 2,Z COORDINATE s,�ERdR� dAUR ,ARE <a, MAP ,AEBASEEE,,RRdD ON ORS. POE�R ON NA., iialRec.ANE BVD ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TOPOGRAPHIC SURVEY & BASELINE, HOLLY ROAD (35+00 TO 45+00) Lai aJ x x x _ —I „,_ c ns— c,s n-GA sx- ,� s cA - - - - - .. r:: :T: ,de4 +! i , ..-ar 44+00 45 i� a _ � _ lLY KU. I = _ ° �..— ��Ae ,96 6 A �w �, �' • E.,. -,4, I A E.._ .....,oT„,,t ao,o,,a,Es,,,.o,0,000,90,vw,..oa.SOL.Eeon Mo,me,„rm.aE,. o..,o ,os-8ao,m L?1"P LUr '!7 I Loy 19 u.r. JOB. eaevs.as.a Doc. No. 2012049446 Doc, No, 2012049446 ,A„r-,,, 0 1 ficial Records of Nueces County,Texas' Official Records of Nueces County, Texas 1 es ,099 ,o a9 o° e s IEURBAN ENGINEERING * z z---$=$z°4' sse v�.s, 45 i0 g, q 46+00 A-7+ s0 , + ,148+00 ob 9+00 i 5 �e i w __ 1 _ OLLY RD , °A° GAS °As '.•••CAs` 4 ° �g, w k ° o PPP ` `L P,mi " sO I • 11 P SPP, 04 MS, �s a» I 1 1 Notes: N,, SURVEYOR HAS MADE NO MESOCATON OP ODEPENDENT SEARCH FOP z •.E. = 1•1 EASEMENTS OF RECORD ENCUMBRANCES RESTRICTIVE COVENANTS OMERSPIP OF STLE EMPENCE CP ANY FS THAT AN ACCURATE STLE SEARCH MAn = 1 IDISCLOSE wmx ,Atit ,det. N: e<<�noutaAae ti tiaeer"A ° °" 505 ➢8 1 Lir ra`\ 1 Doc, No, 2012049446 Official Records of Nueces County, Texas 9 ° .� ' m x 1 1 NO DATE , DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE m (BOND 2014) TOPOGRAPHIC SURVEY & BASELINE, HOLLY ROAD (45+00 TO 55+00) J x'° tgg' ",,gip a �_ °PARHING ---5,-tee— ` - ttP r,sy - �°A 4+ ear °<° _ xas As °As —,° "w LL,1 CAS ARE 2 a,4 x ° °, ° 9 °,z qx° ° r y5 — ., °� .�. e� '�- me ,,.m,..:oam.,,°Il***..S0eess,aso.,44,04rc****vwr,vP.eamx*e.,'.am.aevrmn..=,. 1 z z 5i: ° i o..ao 444-44444 � 1 1 " 1 0� It U.C.aJOB —,)_.) I A. URBAN L ENGINEERING - - NOTE: 1. C FACTOR IS BASED ON POST CONDITIONS (SINGLE FAMILY THIS AREA. 2. "I" WAS ESTABLISHED USING CONCENTRATION OF 30 MINUTES, DEVELOPMENT RESIDENTIAL) FOR A TIME OF WITH TxDOT c STANDARD CURVE FOR NUECES COUNTY WITH A 5 YEAR STORM. BASINS TO THE ARTERIAL ROADWAYS UPON A 25 YEAR STORM. DRAINING DIRECTLY ARE BASED i 3, UP STREAM HG's WERE BASED ASSUMED HG AT THE BEGINNING UPON AN OF THEgni _ SYSTEM.°°� ° sirs DRAINAGE AREA MAP: VLA a ETO HOLLY RD`aWx `owx ❑e TO ENNIS JOSLIN, THEN HOLLY RD ...0jj, © TO DITCH, THEN PAUL JONES I P. -4MAINSTOTNEHOLLYRO c -e is YR) DRAIN ,o,xe pa,q DII -a.'�i o,V,,I,owmn'ore°�`" TDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) DRAINAGE AREA MAP ETO ENNIS JOSLIN, THEN WILLIAMS DITCH El Ellia�„s �. bG�x. Q \1111 (---- \IV .� � II RI. '« „omoouo,oaa96,asa,o.„wE <. , , esE e., Maar,, 0 n r-- JOB a 0885 04 ■ I-ril s �4.�Csse Imo- i o\ ■ 1� Q nn�reawo �oncnjM �� j (mwnus 1/11111111111111111111111111111. / 1 u1■ I A. URBAN L ENGINEERING -� ��EinZinal EMI 1 re IIf • Mr e LARGE MASTER PLAN DITCHMee. Deo, =� �11111111111�� �n IIa II �� I (� ASSUMED DOWNSTREAM HGL ELEVATIONS ARE AT V) ■ THE TOP OF PIPE. W;:............i. Iii � ® Q a F o��.n ,e ioHE �.� 'o ry et 1 IN TDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) HYDRAULICS wCK, , PPS arvPa�P Li ED rv, flrvrR�� �. ■i o■�1la ��� ' 6i►L• vl AVE Ilii :OSIP l��l ��1 ■■■■■® ■■■■ ■■■.■_ "um... LEGEND / IPaoaaso wrau'iauenacl� wisirvo irvmAnreuc�ures� 1 .400 of 1I 67 P � " d2 -, . o a �+ ° CPS p decor of`uecesunty,'Texos�� G. J I JOB No .9635..9635. o49o��K �� r "i ■L Z Z i Eli Z I I E (STING E . NIS JO : T - B• ' < I I- I •I oo F6'o .. -. ' I91 ® "� I—` I' ( -ilk --- w &.sr or �_w m I Lot 7, Section 27 �q� _ _ Flour Bluff and Encina) Farm and Garden -° Li • e "' Tracts oo lo o Vol. A, Pgs. 41-43, , Map Re ords of Nueces County, Texas "'7501' ` 1 15 ,U15 - 8 1a TENNIS JOSLINo ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STREET & STORM (0+00 TO 5+00) AND RTA DETAILS #5 DOWELS ®1z" O.C. MIN 0 " EMBEDMENT INTO CURB AND GUTTER Q } F VARIES 83 I!7 0) 0 BARS ® lY 0.C.E.W. ®101P0.. Q�w�uo 0.5% TO 1.5% MAX. M.SSTIRRDPS m 08805012 O.C.E.W. leen �uti iia n+�rne�lwa TOWARDS ROADWAY ®f2" D.C. PERIMETER BEAM 7F ui<m :CF: r. -. 5•,11��1� E EXISTING f CURB AND GUTTER Ili 'J CO . \�\ \ \ \ \ \ \ / \'//� 12 ' = 12 pa BARS CONTNUOUS E%SIING SUBGRADE ON FILL MATERIAL SHAH 1Y f BE COMPACTED TO G5% STANDARD PROCTOR. 0 W I (NO CONTAMINATED FILL ON SUBGRADE SHALL BE USED) 1Y µBSS CDNTNUOUS 1]" COMPACTED FLEX BASE (TYPE A,GR SN m DENSITY TYPICAL SHELTER PAD SECTION BUS ROADWAY PAD SECTION SCALE: N.T.S. PROFILE VIEW O+OD 1+00 2+00 5+00 4+00 5+00 PPp 0 • �� ' w � v „��s n„� a.9 Doc. No. 2011007302 Official Records of Nueces County, Texas �wu� a,� NOM l. ffttE, .o"" B ���. �� STMII MIMS AM NM A. NM. ON MAIM FAVOLIENTS A.0 AL AMWAY. inn Mil 1..1101 m rv.mwcIr ® UC.JOB NO08896ess4 111111.11.1 e m ®rn — ' d k F ssss ss sss ' sssEMEELMINEIMMEM ; smvsw-r ooxa r O.. I C URBAN L ENGINEERING B a "� 1 .i ENNIS JOSLIN RD. w 1 �lls�ia ' inear eet ,w ,w_ L,_ e� _��I6I� - fir.--�-;. o„�- i"- w-- 5, — 1 roc EIT> 21011110-0-71n- 75%43"" �� Doc. No. 2011007302 „ Official Records of Nueces County, Texas , oren E Offlcic 15 o mow. ,_ Matiallii11.111 4040 BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STREET & STORM (5+00 TO 10+00) .._.. ow III®N■ i ��I a,� i i ffi .. 0 0 0 i.- IS 1:15.25 .” STOW °6 ROM MUM] Taff �, ff o� Bis = PRI ILE VIEWS p¢ - _ G�6 ` --4c.tea,.16IZ 2� 5 00 6+00 7+00 8+00 9+00 10 00 °C0eN008B968s04 .FMATUMO.LL.M srz .MMEM01R.,M„M m ry Doc. No. 2011007302 Official Records of Nueces County, Texas ss ,�v:o.,�oa,�_i ,s sss sss ss ssss ssss ss ss ssss ssss ss ss s ss m,oma Poem JOSLIN ss ENNIS RD. .nn 0 ���11 ��w�a�a�Po co iiiURBAN L ENGINEERING • LI '��„nPo — UU 01539 Linear Feet �, Po rso 15U.E � X'� 4u n „nPownu 1 Doc. No. 2011007302 wr sa 30 20 10 0 ,n„.. rw, Official Records of Nueces County, Texrd's o r 6.41111 Me II Po, DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STREET & STORM (10+00 TO 15+00) w�:8 �� ����. l '� /� 0 a 5 J u! f IR R ULEEEF— Ila. n0. IS .4 CO.131.1101 Cf 25 Ili. SIM FLOM 1101,6111, MAN 10 MI5 a. NM SIR. SIM FLOM FREW =Cane PREPOIRES XL 51.1 ID' k: ILE VIEW tea,. 174+ o 1i+Oo z+ao +ao a+oo 1s o0 0e 08B96B5.04 ".17. PAIMENT MST DATOI DM. AT MIS MO a„��� q s .o: ➢ nc'=526 num os0n10 mo WIFE MODOM COME PLIN � 51121292115/2/ME DM MUM TO 91 EWE 2011007302 herr as Nueces County, Texas �.a��x�wm°� ��xP°x�: PLIl 2. �F s �xs :.��° � �a ns - s -c 5 Q.45. G �ss n ss ssss ssss ss u 5 uu u u s s ss s ��� ' cuw ucxx xT sss ss ss ssss ss aso:n mx2EIL ss ss` fIX897 0 g axas,xw 1 -\° ENNIS JOSLIN RD. 4+�P5T, ?,°° o iiiURBAN L ENGINEERING -- ge eew aux0g 1,x:. ON �as """._ 7,7e.2—% ;, ,�,x xm xm x. .: °.xm 1— „ X35 i� aF FPPt 2 � - -- :.) ee•eue -- w - �r.. nx« '" 1st a�sxx— a -.1. "° °w w Doc. No. 20'1100730 Ice en mr — — — — — — — Official Records of Nueces Count ° Texas 3 -� xw nr i /Ant sa o e_ er P_ 15 . _ tmx°xxa °�rxxxx,�- — — — — — — a o °E,�w xm a DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STREET & STORM (15+00 TO 20+00) 7/i .////J AW/Z '� A°°�///®�////®® ,,x®.xrr;® � 0 eon < 8 s- �si3{kk;" roa CF zR S A 1 •0000 _ _ wtim� 215225 MA IS A COMNADOI Cf 25 M. DIM ROM MAT COMM MAD M DIM D5M1 PM 5 ROM 'DA `rtsimu13 nm 1u 2E DALY !.. 853 -548 _ oopc. ,,,g15 00 16+00 17+00 18+00 19+00 20 00 UC.JOB NOOa. .5.04 NOM i. „<1.101041. MrPM. MIME 0111M MO RUM OM Mi0309E0 m SWIM.: .4.,E.®4. SMMI MMIItla Mil /UM PK mrn a LAS' Doc, No, 2011007302 Lar as Official Records of Nueces County, Texas �' 8 hi 0 cA5 ca5 � P O„ , O mx ,s ®ogzOF ps ,3s ss ss ss ss ss ss ss ss _ ss ss ss ss ssss ss ssss ssss ss ss ss ss A x vn n e o. - + D. . ENNIS JOSLIN RD. 8 I N 8. I C URBAN L ENGINEERING n.:, :312'2' Rx �,,,,x, a V -J'04- a i 128P8(A FP.88i U Ms.a �. -cam —,., °= w•�=�wr °_ ,., ., ,., Dve Poe -2(311 �0]3P 2a ,Wow" M. w.x .ow.s w.s.. w.s ..�w.xM... M..,—..M. .. M. wr Is Doc, No, 2011007302 ,,,,LLxo `"' Official Records of Nueces County, Texas 4 GRATIC4SCALE 15 a 15 a� a� a _ . a u xo �, o,xo. __—_ - __ — --- _--- 28 I O rQ BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STREET & STORM (20.00 TO 25+00) N a ca a) 5 z' p F NC oma."�.:�." X5°6 ... mut m -v a&ao xVi` PROFILE VIEW G aa.. -.kin; a rv..;.„SCALE: _ - , , 1a, ,,,,,g20 00 21+00 22+00 25+00 24+00 25 00 U.C. Joe Na. 088.85.u BB Offlc NM PAIAEB rust BATCH EOM AT m[ mreo 9B AT WS NM PLW PABB1EnT MOM Z® y, Texas sa \ of se she mA« mncu 11.15 HOTE0 OMB. NM MOM LW TOL BY MORON. cAa.s MEI - ons As' ; - a _ -'- cs}. - i earza ss - g g g 4 4 4 4 4 g1— — 4 g • � .� .� .� .� .� _ _ D. - �r., „n �PoTti p,m. ,�� I C URBAN L ENGINEERING _ 'o .tea,. ` WW io i ILIYI Y F . M � = u i �Uoc. No. 2011007302 8°� Official Records of Nueces County, Texas • 1llIMININW _ - �I. . I" 1 VIMMNI iP G i i o ©� 10 I m BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STREET & STORM (25+00 TO 30+00) IIma,a —®iii//O/�0 1y MI rn a� J 7TJ� M k vi iiiLi �\ THAT [BMW MUM TO EMS MN NM 5 A 11.1 ROBS R. 'axone PROPEPTIM .. SIM near AM.E0 TO FE nuv¢mOPB1 MRS r}4` ' • • 1 Y ,,2g25 00 28+00 27+00 G m 28+00 29+00 i :5,445g -7:a. 30 —7 00 15 ass U C. JOB No oaes.o4 �:o a�na �a,�w.w R EOM AT LI o. DE PIMPOS0 a P Doc. No. 2011007302 icial R -cords of Nueces County, Texas 7r/' /fse - - r r g '°m . wail r74111.111ss muo�tvm xn iuGnM m rN' Wtt ss . .. EI NIS • SLIN . RD. I C URBAN L ENGINEERING To.E90. wa, 1. �� _. �� 4 �LLIMSDi-° �,,, ..20 _ PLAN VIEW a I Lot 1A, Block 4, n— G.155,.., r-c+n+o� am°L% — — � ® / GE''' gi 11L v YV// ' O/2-7,Ell/1 Z:ZZ 7,_m ,%:,g00o BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STREET & STORM (30+00 TO 35+00) ®®.6- / ®;77 I" error , e /i / " 5 / ,d®/,/,/,AAD \tel i ^l0 BI z, /ZrZZ Z 77 /f/�000xx011l/I/exe�lEZ"A n��a o-mixo a L ® i -- PROFILE VIEW �x a SCALE 1 oHoRz ,,,„ASO 00 31+00 32+00 33+00 34+00 35+00 ,�£ EMISM.grE Or L.E. Boa NO.. 08896.5.04 . P111 ,o s SIDEWALK,• SIDEWALK G AR PHIC SCALE o IEURBAN ENGINEERING . -_ - 1F,FNn. •/OA 1 CYCLES o TRACK• 12.1• s PAY WR I ISOM coursEIE MENNE �, h&- : 2.1 PROPOSED NNtllIE Slum. uG� -xe.00 I " ' ,J e /A sorrier mawOSURF. LANCING. 20G2 SOK. NIY OIECRON.o 00 Q O ff -I • ' - MNP, UN LONOINOINPL SLOPE, 1.00% iRP1ieYERSE SLOPE OIREO110N OF SLOPE PNON TOP i0 P NOTE (SEE NOTE 4, PDA MNP NOTES, THIS SHEET) g a [ xaLv ac o —I O = PROPOSED EDGE Or P.., ENNIS JOSL �■o°Oooo°•oco ROAD NORTHWEST CROSSING AT ENNIS JOSLIN RD. & HOLLY RD. BIS,. Elif , EPZ".Mlu MD ENNIS JO N ROAD BVD ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) ADA RAMP DETAILS - ENNIS JOSLIN AT HOLLY l 4 ''''"'-''' AAA' ° ° • o ° SIDEWALK • ' A/ lip 04/441 ° ° SIDEWALKS • ° I lvnc aw wmEnaa SOUTHEAST CROSSING O CC }- sPao _ ",w'2=5 AT ENNIS 1! 1 JOSLIN o, • ° e °• • ° • ° ° RD. & HOLLY RD. • ' ewonc umemmeJmugm �p. 1 FINAL Foxe ps r cooxs .s ECEevR. RwL PRODUCT N ir 'tit' tArel=re IOG TIE EKE 'OTHESnERoe°sOY� sti Exr�Eauem • N e. SLOPES TMARE WOR irt RAE , U E. JOB m0. 088,6 85.04 D IV 15 10 5 0 10 20 -.4,4 Z1 • . Rpm. Nardi RAPHIC SCALP N;I:111111111 i15i FfNf 1 Fir.. RAMP usxurnu, NAT pux v,Lr. 3. HMV SLOPES 9.1 BE nEsSUREO /COM THE FACE SLOPES�OA ,POE °°xu¢xauwvs uFagg Ex grICCErlialligEarlanE14111CUMLIT.e Iei) A65 RSP PAY ACEBLUM CONCRETE 90ElnHG PROPOSED MICROSSIMM MN DETECTABLE wanxc SLITi 1111414414 EXISTING/\ WILLIAMS � IEURBAN ENGINEERING . -_ LANDING, x.ms 9.OPE, ANY DEECON..11 FPNP, S.]14 LONGITUDINAL SLOPE, 2.004 1RPNSYERSE SLOPE OIRECTION OF SLOPE FROn i0 N BOTTOM (SEE NOTE 4, AOA RAMP NOTES, THIS SHEET) Z M :.7 (n Z 0 C CO —A RTC O cc W Z Z W ROAD — SIDEWALK " " " as e u fiprvcaso I' P E WPK pCYC6W TRAM a PeaP. cue, e anw A F.& %1141111 BVD ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) ADA RAMP DETAILS - ENNIS JOSLIN AT WILLIAMS ,..... PE,a acrea RAMP BR CP „A. A,S, n.8 n.8, A-52.3---<,8.—+ A,�r n.8, <,�x PROP 04eP x ,�5re PROPOSED ENNIS JOSLIN ROAD w J Wo LO (AO0 o o Q^ ENNIS JOSLIN RD. STA. 30+04.03, 45.41' LT. —, O SN SCALE: ,10' cc Z Q aw p \o� P SOUTHERN CROSSINGS AT ENNIS JOSLIN RD. & WILLIAMS RD. 5L raa a 0.C. JOB No. 088.85.04 !I '. sas 61133 CD ' I C URBAN L ENGINEERING _ YI 0 to, Ark ca lB e I ® ® 111,1 11313 1 ��� �� �� - '� OD N00 ....- �G - ox.� LDT 36 Doc, No, 2011007302 1 Official Records of Nueces County, Texas Li TZ q 15 1 15 '1----„,„,„,_\ r r DIA NO. ADATE BY DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE g (BOND 2014) AREA 'C' DITCH (1) 04, II y 10 III ,.,w�.oas rei)ilar 0 0 0 0 0000 1000 2+00 3+00 4+00 5120 08111111119 ,1,1,11.1111,1101 Of 151P. SIM .19 PROFILE VIEW Lar ad 0..r. 008 No. 0889605.04 or4 NOM 1. )11 PAVIEWIT MUST 11001 a ,.,a,,,,,SW AT IMOS MO ,.�,ear�.os x��� MOM SMIRK "°'r � l ,.n m. " marc Official Doc, No, 2011007302 Records of Nueces County, Texas ® t g "'•, I C URBAN L ENGINEERING 1 --------�� * 2J 1 * * * * ° Doc. N o. 2011007302 Official Records of Nueces County, Texas LOT 28 rz I .,,,s`' ••:e'�'l� 5 ra••• am mil a era, I DIA NO. ADATE BY DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) AREA 'C' DITCH (2) // 10 0 /�, M ZZZZZ. „® ZZAW ZZI . Z ®, , ZZ,/::4. 2 5 = R 5 U F 0 0 ) 5 40 6+00 7+00 8+00 9+00 16100 PROFILE VIEW Pgs. —496, Vol. 67, or JOB o 08896 B5.04 $ an * ... � � .o�E��.I WM MIME AT OMR . o:n ?M F.wOT ror�.r.� Nue es Count Map Records of Nueces County, Texa Owner: City of Corpus Christi 3 n oz , K ZITermImanna x x e �� ,a 6M1 e p sir i IEURBAN ENGINEERING ial CD GO OM OD CD y, Texas iM I I WI OM LW 12¢1 Doc. No. 2012049446 Official Records of Nueces County, Texas 1 1 1 1 15 7 BIEINIKIBIKIAIIIIIIIIIEIIIEPIBIIBIZMMIIIIIIIIIEIIIIIIIIIIINIIIIIIIIIIIIIIINIKIIIIIIIIIIIIIIIIIIIIIIII ,ry No�TE TDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE t (BOND 2014) �;, AREA 'C' DITCH (3) .4T AV Ar AV Ar Ar Afr P W -- J 5 0 5 5 5 5 0 10 00 1400 12+00 15+00 14+00 15 00 OEM MEL 19 A COMMIION Of 15 ID. SIM ROOS PROFILE VIEW 9 6 voi. QV, r z+,4,5,555,,/, — U.r.JOB NO. oaass.es.o4 nty, Texa hristi P.� TM! NE. E.S..^TWn^roMao mE^ it ; orae:..' �..� e Count ,��' Map Records of Nueces County, Texas Owner: City of Corpus Christi aqa (¢ rqp e 6 o . ».�... OA o HL 1 H AT OD =� s I C URBAN L ENGINEERING _ It BGTEEET®IEEEEEillW/SEEBElE1= r ® • •. • • - - • - - - - - - - - S1 UI1/F E®RImeanza iscwa mo EES �' ,3 ----- — I • . • . . . • • 1 is I I is ..00 wa...e DIA NO. ADATE BY DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) AREA 'C' DITCH (4) e.0 ti; A s s 15 00 16+00 1]+00 18+00 19+00 20 00 OESCH Ha 19 A COTIEHAII0H Of TS 1P. STOVI H.0119 PROFILE VIEW nom . "' . .'"''' t* (l, JOB o 088.85.:=1Z,,E .unty, Texas 9 �I � "w.� Christi,, x� - wm e ,� =reTem mance HL ° m �" VIA LIME I C URBAN L ENGINEERING o ewe DT re N 1' '9 smuw, C. &fffci-aIR-ecords-af—htae-ces—C-ocmt;�Cex-as • �1 II MATCFL/E STA 25+000 I 1s 1s 1 ir DIA NO. ADATE BY DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE N (BOND 2014) AREA 'C' DITCH (5) # /iA A J A A A rirOlr -,* - , s s DM 20 00 21+00 22+00 23+00 24+00 25 00 OE. Kt 19 A COMNALION Of 25 IP. SIM ROM PROFILE VIEW :a W u i LL�, �F���' ��'%` =W ago, Q �.r. JOB Mo. 0889685. s XI§T. PAUL JONES AVE A yry1 'f3 M199 3 , _ - `dn Xo 0 I C URBAN L ENGINEERING �- o5 R ,1. • • " .i I..- ATT. MI2e�k„'� oo,.��., i r __________•i—..—■l_ 11=1= -D-oc. 4o. 46 4 M 1em ..MEM.E.,WA.OFA..E MOOT SEIM reATEuvenox DAL ... �, Official Records of Nueces County, Texas ...cm. �, m„ 11 ronx. mwc cre..2.7c4r.LE 15 corm oar. TEM EMT, DIA NO. ADATE BY DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE w (BOND 2014) AREA 'C' DITCH (6) DOM EOM Ma EE HMO e,* t4101 r $ A J W A / / 410' wAllff A/ZA,v' AV AZ ii/A A.ZZAI. ,//, ide/J' 5 a M o 0 25 00 26+00 27+00 28+00 29+00 30 00 SWIM PROFILE VIEW , M. ® JOB o oa9e=o4 f = a= e, 8 I ,, e K .ao Go^ o.o x K p;" E- 1: 1"gK r N` a ov a� -, 069 EXIST. PAUL ,,JONES AVE ���' o� I C URBAN L ENGINEERING ° " 35i. anm �� � � � ..1 x o_ — i•`± _:. �`".A. i.o „gyp. _� IiiiiiiPliraliBL_ ,.° :jityrom 1L➢T 19 x -�. ��� Nn ��, 7�4Q 44F a ,45x. g �� �, _ ff NE 15 15 DIA NO. ADATE BY DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE a (BOND 2014) AREA 'C' DITCH (7) r'� ®e 47 fz A z/ ® 5 = 5 0 0 0 30 00 31+00 32+00 33+00 34+00 35+00 SLELHOTELPROFILE OESCH Ha 19 A =MAME Of 15 Mt STON WAS VIEW T.' 2+ Lot *Gi ur. doe Na. oae9s.se.oa ti® - �� `e Official R fsrds `Cf' Nueces Coun s , ' e rrdaf tilt .... - a asa imiz� u •-� ice .k�FYLI�Nlf..:�, ,-- 1 ��'irii1L �. f a •.rlmm.f r �� m ••xixxxm �� r•Y „zr z," '' O.,C0� }jOF�y_ROp9" SCADS �W00 0, • I C URBAN L ENGINEERING - s t ,-324 °° z .HH cc i Z ,�.5 - * „ 9 12 - ,� ,o A, os9 v. vv ° u. TYPICAL DITCH SECTION SHELL BE ACCOMMODATED TO THE Hga�.wren.axs�uCeOmarsorvnmxn","� - — — - !" and �+r x13 = 7 ,, z 13 z Record Centerline ,a �:wo2,,. * * o L7 "IliAgffiffFiallil IPMMEEPRIMES_SNAL Mid, f' lilti Aar - - - - -- - .......... r. v:... W AIItiNdWl: .. ..............................._. .... >.wwwwum....>.. � ,z>Ja•:','* w caJ _ _*-9� _ _ _ 4!.. te � T — 9 _, z.q� ,a e FC I V ,0V ,s ti ,o A2'° Ui w—� 1HI 5 w w ,e w �' - I w BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) HOLLY DITCH J f 1 p _ 1111 I off q44�s HL �I , ��, 2" � .8E.1,1141-,17 ��°^--'- — - -- - - • Utticlal Kecords of Nkeces C.ou Ille i7' NINu^ �4 ter: t 1,1114281" /�% Oil CWIN 411011IMPOW110,71•711111 i .._ IN kg I 15•1101113 12 RIVITITINIII' 1114 UM -1*”.. 1,0 POPINIPMR0011111:04,1fi raft II W NW z - - - �" zzs -` CH . 39.E w� a'� « ,,z^` ,,tipz 2' „o s " s ^` ,066 --*,"off--*o.*,,. *;o ._ _.---- *-,5--- a"z ;o>sz 0" 9 q I 9 �= 's .011.19 Aatarall011 Of 25 Ili. SIM ROM , 9 MAT 01.11,111,41 19 1.1.15.109.111.4111 5111 ROM r id NM. Plieiflinfl . 91.111 ” .•„maam l a 2 Hr `�;•, �m�r��o „ zH,raili HrHr Hr d ., �,"�,�,�es„ ,„•a,� ,maw na.G,., m, ., .q°� ,. o�,..; , °.9� .e .. - ao or. S o 1 eces oun y, exaS iii a or doe NO o0e9e65 �f ve F W� 111111$111.111111111111111111111111111111111111111111111101111I4111111111111111Nfilifill 11111111111111111111111111111 -- - sorrirrififfrirwirrfrirrirlirlirrfrirlarrriffiregiregir#711/17 ILL CH F LV ROAQ ,ti �, aoCO IEURBAN ENGINEERING Iii I do_ s �'� w� 0 a >, 0.i ga. sns „q :9 . _ liganiallthatitlla Mr 11"%iiiMaikiiiiiiiiiiiiliiithiadiffilithillthilliiiiiiiiiihiiiiiiiiiiilii - ei� .. ilil "7""- i: +snnrxrxn"m�� ll III , *,� r , "-r-irilifiilikiiiiii7MMIiiiii=1114111E11=717iffilffiliNNILLMIL_ le MINN NM I 1.11N I 77101111111 iliSie lifillilialle11111110"'l - _- HOLLY ROAD 44 aI. o w, 3. *, q� 4.*ate TDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) HOLLY DITCH (2) c- ) ROW -\ -, � olakilff`°A'�am $ o illJ oPROPOSED &a, EXISTING ' , - - HOLLY RD. DITCH INERN-' - - . 30.0' cn- s d 45 26.0' - HOLLY ROAp.a •" 9?T' ° r i ro VARIES 2 . ' INSTALL 2061 REINFORCEMENT MAT (TOOT ITEM 169, CLASS 'E) an .awe ems+ 3.0' VARIES VARIE 1.0 2, TYPE ON DITCH SLOPES ANO 210206BED SOIL SHALL BE SEEDED AND FERTILIZED VARY SLOPE TO CREATE APPROPRIATE FLOW INE. PR10R TO ITEM BEING CONSIDERED COMPELTE. MA SLOPE 3.1 DITCH DEPTH VARIES, APPROXIMATELY 35 ,T'.6,0�.�,.ao���a,s HOLLY DITCH SECTION U.C. JOB No. 08a96.e=.04 I"'"'.'"'"'''',''i gga tqI gR9"e s= 5 1515 15 15 15 Q, I C URBAN L ENGINEERING ® ®®®. — -g o Iola 1a 1a- 10 J I�._... Fi 5 5 5 DAD uuu nvx, J s„„ _`m e 5 5 vs uwxo- s `-- m=g. 5 B� aa� n STORM SECTION A ca STORM SECTION B ,:a • ; u • k OIL 00 SCALE: -9 0 SCALE EAU �0+0 1-10161Z �a0a. 9 0 0 ma M9 0 0400„ 0+ DO 15 15 15 15 15 15 O DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STORM LATERALS A -F ® . i,. 11 _ 1 ID 10 u— _ 10 Io 10 ray”"- asoma .a`m z�w<o ea�a: 4+444+4+a X"r`4g,..,E4imL immml �a"a� �. .. i,„, n..„4, ALL,J s & n 6. a MAIN PEAL m A a z " 0 "a 0 0 0 0 u= __= ,h 0 a+00 e m STORM SECTION D,e, STORM SECTION ELS STORM SECTION 0=4. VERL. -5 , - .. _5 _5 , -a VCRL Se -5 ,, +,.n,,.P., ,,.aaoaunaass.asw.a„.,,4.,�,es m,.. "s„ .aa..„e-s ' ,e„na, 0400� 0400 1+00 5a oosa96as� I.n. ''�m'L'.'"I 1� ff 10 ..�e�X.% 10 rJW..w —„r,T..,,, ..,' „.o„ , Lvvv 1440440 .,, IEURBAN ENGINEERING 4 _ 222 -2 5;a. 5 _ _.,., 0000 5 0 VC s e 011 s. 1 0 STORM SECTION Ge., -5-5 a, 0+00R. BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STORM LATERALS G -J 10 p ID 10 H1D n I a a_ -° o a 0. x u.RRR 0 STORM SECTION H s;; 44 STORM SECTION 10% -5 —40 HMI, �'0,„ et, �r -� -5 , -, vEa, �' -s ,,o,.,.....�p.�s..a.o ,,..,vsmo,�..,,w,,.U.o. .�.a,Ps-ss,m 0400 AE: 771E:pt:EIV°".6480" M=FINS 20F33PFEMEIRTR,R„E 2E ," .020000 MOTH S1DE„ LE JOB NO. 0887.04 a 1 ,6 RSA REFER TO S" C. DETAIL IRIS SHEE-11 No CASE SHALL IT BE LESS THAN SE . MORTAR FINISH F2SE13313 3222 RANSVERSE MAR. 1. „OPT. TOPPING 2222- /)/ 0.• _ , A 8/ r : 3332R3333E "3'35 ak,i• --I TZLITA,,. , LIP OF GRTEP FL 1111 ni9.11.- 3 FEFF ,T IE URBAN ENGINEERING BEFE' 8, E1'!1' ERZ Vitt"TOIRIBLVEPORERTEttl 1„ 1sx 1, „ Ls. 3" " . PL., 8 11" OC Fl" SIX. EMEDIALIFT1 11111 .,62,4. TYPICAL 6" CURB & GUTTER DETAIL 4" CURB & GUTTER DETAIL 6" REVERSE CURB & GUTTER DETAIL TYPE W HEADER CURB DETAIL I -42G r,6 AL 1-1 PAVINO CAP SE. CREENSTRE„ 2 332 " 33FORNET332 BARRE I P. „ENG, ME. FREE. 10 S. C. DETAIL IRIS F02E3COE'llEFEMEFF5'13'7'L g - ST". PSV1NG G. SE. „HOST.. 4 "A L 'LEFT tIFIHER I '5 "22E' 'EEE" EXTEND PRINCIPAL RENE. -LUPO =m 115 StR2FF3LitER3ERFF1FERS= . r A - r EGRS231F1P3PENT" 1 " -1 -I- A pluailiwa 4 -NO. "O. REAR 1. ESP. JOINT AND SLEEVED A, ENDS CAPPED '7 86" 'Aglill -„,„-MENT aurEc-r ' ill - ,,4 ..,°•:.EliFsTEESTR 3' Ftt:E3LEFS'ilEPTEC'EF" -.TT REDWOOD EYRNSION ' " ' I 9.1 R , MM...." A IMMEIMIlti No, , ,EE„, 1 001.1.0„ E323"3" TWIFBFR.REBER 1_ " '1/27AP , N" 1,1 MaIMB:111ROLIGH BOTTOM t -31'E R. t- R." 2.-0 ET 7037/2EfA • MIME CAP SEAL DETAIL CAP SEAL DETAIL NEW CONC. TO NEW CONC. NEW CONC. TO EXIST. CONC. PLAN SECTION A -A 5' VALLEY GUTTER DETAIL NOT TO S„LE No -r TO SCALE NOT TO S„LE 0.3 RA3C:132 9322 yrll I FY GUITFR NOM 92 TYPE lEr HEADER CURB DETAIL PAT AS PERM. CORB 1 . W3.1.01L'TUNOTIRAIRSiVRIEFNPF°5gRERE:IDE31273E3 NOT 00 SCALE 00880084 8400400 „N„DLF 0„.. PAY ES SONG. „„ „„ EAR. 22 •3M 08UB 11cES01' li.0V.C'SW4'0.ES4TR O1IW. NDOR1R EcLNOD ,EE0CXa.F0UP2EER0FA UTR.ERE"// i1I61I111 0N v 0cELH.P 0MRcLCEEFCL2ArUN 2.13ORMFALATEMPERV CtIL"T2" CMM[aM „INT SEALANT r: -.- Oxse C nC4U oT.6 r' oZ.E"TT.' Pl1W iip g-'. „C"OEAEInPBDN_2MRGC •tINPP'A.,.11.-20 I 6l gIMNTIN°.`t 871ci'ag5' . .xY .BF0 EVO,'BEEICDT 2.FBN2Sn R .S2L30&40 mE3F1 IIEN,NENHV•R.TFcEODR.SLR ECRREAc2 .S 0E0L 12.P1IEF „I2HDK 1 ' 1 CIESCRI"ON ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) COY OF CORPUS CHRISTI CURB, CUTTER AND SIDEWALK STANDARD DETAILS '_-FE-E6_53_-33 St:LE1S „irvF E, 6PTc1„OAu5.nR" 4RBi3= L<•3- sR G ,ED,N,14 .% °E MS.S.H„IAD6.LEPL. ,,F.PI„IN g „JO 111R J=B CL•. HSS RtuB TR1BEBR.ESRA 7IO EEPOEFJ EI2uREFE81ESctICHN.I.3SR 1'B0„5O4NE0,I ROE-S05 TS0D CEEF EiF,Fs"• 1N1.R2JD-WTOE oLUS 4.A'UWN,S ,i 3S,D-EA:1'9RP: R2D3PCNE 08 D.RnICLreL..2 OURT 7.i ME31,5"" 1i_oG,rRrVR XEx„61Y .6L" "OIiNs„ on. ENO ES. couc2 --P*I1,NR2PI.pP4M.02RF0RO. =222--// :4;J/ L =420 2. c SLEEVES VI/ ENDS CAPPED. c2220. 2 202 22 0, 2E FG" MINIMUM AND THE FLEXIBLE EASE „ HIN1.1„ OP .1.6.LENT 38 F 33032223 2" 022E 5' PLAN „ALL EXTEND A MINI.A1 OF , 4400. THE RCS OF CLIPS. - CURB AND GUTTER TIE-IN DETAIL SIDEWALK RETAINING CURB DETAIL PLAN FOR SIDEWALK SIDEWALK DRAIN '"'RETEFFtg N'T 22 3232E FiSK SIE''. „Es, sLopE , 322 " "32E NR TO SCALE NOT TO SCALE 0 FR WI.. GROUND . TECEIRE 03E3R0132PaRERVRIVANENR5. 3 F2Vc=c2rT4FZENGMEZ22=2 72`02=u`70c. 2.11, SHE. EZZ3EsoLLss IRS. PLR FT. BIN. .3 .4.-4, .6 "Be. ' FFFFRFENDES53CREMREr" gtEss2E3629s29.„9 „ FROFESTMENDEESF3RIOREPRnIFIREORIE PRFERSFEC2FLISERP FREP2P5StRICETr '3 • w g inal, 4 • '00 S'•%2ELt F F8.2. LONEG35,35533022". 2E3 253" NE, coNcRETE „ER. g36,54F= L3„3,t,;393,1•26•19E7 ZE2 12142P3MOMFREFFM3S.E38.3=FPrED3=PFRWISRIZR Om c coo EXIST. ccuo .:g7PrcTorr2.1 l• B,B.L F2E5232"333532E222E32 EN„. 0 NC. SIDE., 4 I 36-1•L\ 2" MEE7ELL'RF 7- 1, ''. W'F' II I 1, . 32 2E332 23E 33E"E"E5 33E F3322 SE 3323E32E3 HI 2'5'2" ESECTOBB1=25„232FtEEVErFFCARBrEF NITA PrSFERIFE '3.41. L2F3,F13 08 i 22221 00 ".': •E!-, . HEMP. NO LATER THAN 98 HOURS OF REMO. OF FORMS FOR SOONER IN 008E22050420010" "00E22 008 882241=1 ERE0 .7348„8" . ' E325" I 53E' BARS , SELBMIEJIMESS 1 TO E. F.REL EE44FEE0ER0DF0E00000000IE0400.3253E IF' 1 ' 1 ,4, . „B.S. JOINTS ME 3." REDWOOD EXPANSION ER. 6" 2 5222E232 5'E" "23352" 'TEE. 2. '2 "323E" 22333 E32. 3."2 '2 SEE' "3E5 3" 3 "2 ' 0004 NEW TO EXISTING 3. CONCRETE TO RECEIBE BROOM FINISH. SURFACE & SIDEWALK SLOPE BEHIND CURB SIDEWALK TI E -IN DETAIL SECTION B -B 0 08.41./EPSE COMP.. JOINTS 1.4 MN av 1. DEEP „ALL 332 " 3232E 322 2"23 E 352 " 3"" FIETERFEAL83,311RLIFrEtS2PZER2ROZTS13BRFFERFIDRHE2REEFT1ErSRELL, R 414. 31461,06-3„„„28664.9,„,„1.88„„ DETHL6J, 6.11144 Ly 61.4. En D44 20, „I6 - 6... u.r. doe Na. 08e96.85.04 SUMMARY OF CONCRETE DRIVEWAYS .rt+r V't _® CONCRETE PAVEMENT /V/TH6'CNRS ASPHALT PA VEMENT W/T716"CSS STATION 'Io W (FT.)(FT.)(FT.)(FT) MEDI NsN o c DIMENSION NsN o s DI NSIO e DIMENSION DIMENSION N N o FT.) PIVEWAY (CONCRETE) (SY) DRlvcwnv (CONCRETE) (PRIVATE) (SY) 151 ,51555 WI TK n„ PER HOLLY 31,5S 0/n /a /a0 157 / IN, x s Eou xauv az,a0 ED N. rv/n rv/n o ,FF o (w D (w/�1 s - I C URBAN L ENGINEERING - w "TPR ` ® � Vov -- -- Uw R_wwwwww__wmrantrie CONC ADDIA.. ®'' • 1. �� Qiiiiiiiii ==iiiiiiOai . TNI,R. T.L. r „Eo .'TTER ��Rry 'T�ry On GUT, E.„r.Rx,�RoPL ��rvT �PoPL5 - a x "Ra �` auae ESE xR . CUITER ax ER( ESE ,.Ae�� 5„ „„ ,E ,,ITER + OR CONCRETE DRIVEWAY WITH E Ra PLAN T/ED SIDEWALK NOT CONCRETE PAVEMENT TO SCALE 1 ASPHAL TPAVEMENT MITI 6 ^CURB Orei„E„ 1 W/TH 5” C6O m H. (x, PER PLAN / DV, SCHEDULE Go NDRI, 8 TDESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI DRIVEWAY STANDARD DETAILS or 3 iE nr =. ya �0 oF_ w, is LEss THeH Ts (vmCEre['s,oxm p, Eo�E a.R x ry DRAVI,S1 rc oa w.vIY a \Il�ww s ! g _PER,. LAN I Pre'55- _ w ----A 3. ,,,zarEzazErz'HRSAr5n AND �I®TOOiiiiiii i====CCCCCO SAIry E a.< xR ory ,s,rvT,rvTn.E,ilii• I ..q MISMI "" G4xTTER au R R [ 8� nR 'N° /., LIP Of �R�TER R R ..) �x, R o�:'Z.),L�E "N CT ' n LICEN TN AND REGULATION POLI AN 0 05,0 CHBECT5RAL kRS �M'Erv° .T.,ET ).„ Afm R,E �R , .RT�LL�n aE`T^L 5.„.x „RE ,.RE ,.RE DRIK , GUTTER (,5 5 570.cup!,, cnTER) 570.5,5 , ER . R.,R "NNE' 'NNW' TD En, ROA PLAN DRIVEWAY WITH DETACHED SIDEWALK SPECIAL NOTE. cFNe '2 MP PAY , UE JOB NO 0889685. , .g g ',- .0., n , , E I ge go. sg'.gcgEF °A1A'''' "-'7' 9re gg-rgg cog,- gg gg.g.'Tg'.11Eg'gg7gF[g. "---, T. REMAIN ' 11111." --.1111 m2r- cam IC URBAN ENGINEERING 1\ 111 SHEill ' 1 '1 F-Mi' 7S171-CFE.T14'. 111 i, EI.,,, . 12 O , E.W. SECTION DRIVEWAY MTN TIED SIDEWALK TS E.Tg,Ta rcz mzETTragr TYP. DRIVEWAY HEADER 1 - C EMTENDED ' CORE DETAIL NOT 10 SCALE LA' ZEI ''d Orl'E'R PAY , N T TO 5 ALE OR CONCRETE PVAI, CONC. MY 5 -,TusunL) i 2 -0" 5,1S,L, 3 -0. MIN. VARIABLE * , 'Er,Z.Vp'E O171=ErTr7") ott NT, ‘svtgrUn " 't''t Ore `Zona= ''' sL'E '1' PE' F'T -`,°°±/;PE'4=`,47Z I E '1'2:20'.CTI'l REMOVE rEA'SZArr glary FADE OUT CURB ON . MR M I.NA.SE:F/AFFTE'N' •••••........". 3/4- UPANSION JOINT I I =W , t' 6" 1 6" 1 FijFEFLT'4;'' HS111111111S1- E„,,,,,,oN ,,,,,, l'f.120:C71 '-,4,,p'.'T,Tp:a.,N•E''' „I„EN END =AM SECTION CONC. DRIVEWAY TO DRIVEWAY WITN DETACHED SIDEWALK ASPHALT PAVEMENT TIE-IN DETAIL 1 PPE 1 DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI DRIVEWAY STANDARD DETAILS 2 OF 3 NOT TO SCALE ' • NOT 10 SCALE I ' i 1 MINII ONI Y DRIVFWAY WITH TIFF) SIDFWAI K i EC;Ii".JEDVOIEFH PEPIAISSIBLE coNsTaucTiorl JOINT W/ 3.- EXPANSION JOINT , 1 49 DOWEL MP, ' an g41=17PNAXA'n, DRIVEWAY I PLAN GLITTER 40 BAP CONT M.P.) 6- i4 DOWEL 1,,, SECTION DRIVEWAY GLITTER NE -r = TOM41214Z =TUVE' NOT TO SCALE NOT 10 SCALE \71=dg7.4ed,0,2.300UPS00.6,5,24,W,Ci, STPHDAPO DETALS ORYVNAV .1„ r.,,,I,,etl , SteenenS an De 20. .6 - 6: iaon, ())) U E JOB NO Oa. BS 04 STANDARD DRIVEWAY DIMENSION N I 261 m to, TOOLED 'DUD, JOINS 3/, DYPA ELDON JOINTS CNN) DMT. TYPE (ES) (T) (,) /6 ,TP, 9 ENPANDION JOINTS Y P 62PNIFY LINE a g A , 10 16-35 _ _ o„--- _ _ - i z„.. , i 1 WON MAY MPA 10-30 5-10 '' , SIDED,' 1'2' IE. i EE, MOO 5 10-30 , MCA 16 16-35 10-20 Frmr-oRT MCO 10 16-35 <10 f, R IC URBAN ENGINEERING 'kik ..':-.',. a o , FokDREoR kk \2 i ot,2„,..............„Ro TR 3 10- 30 coRskuc5oN JoiRT-2.5., coNsTpuomoN kiNT-25, kTMP 3 10-30 <6 20 ORM RR Jur° Er okor 2 a Pk (PM ffrn, VALUE OF MAY BE CHANGED BY ENG M W a 16 0222) DCA ENPANSION JOINT 02, (F) romr.'s Gunk) RANGE OF NORMALLY ACCEPTABLE VALUES No JOINT REDIJI6 ED LEGEND (DRIVE TYPE) TYPE(C,IORIVEIVAV TYPE(3/ DRIVEWAY P = NOT 10 SCALE CD, (LO CD, NOT TO SCALE . COMMERICAL op2/2,225 S = SPECIAL DRIVEWAY K'' = V7ILLETE0'10=712'D6D'''' MCA . LAUD, E COMMERICIAL D WYEWAY T I ME EWIll'IrM N'076EIVPIDDR'CBUREI D: . E:L I 0 ILO:. WE WAY EN al_ [PROPER, LINE r _MEL/ RP ,L ,E mD,ONEWA , . ,6 SPECK DRIVEWAY .' 1 " = ovm 2 Imp . WED MULTIPLE RESIDENT NL DRIVEWAY EEL ,O' . E.7„ 7 i'L Ps EliAl L. LELN a wEo ELL,EaLE DoE,L NoNNEL, osorm 3 / A 2 ENPANSION JOINTS 0,2 FOR 6 22E2 TYPES (TA) .4 (TINS) DRIVEWAY NOT TO SCALE 1 PPE 1 DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI DRIVEWAY STANDARD DETAILS 3 OF 3 L' 3, Ex P.SION E'ET PROPERTY LINE' „E ''Lil ES -1E D 2 _ DA, 1 DO 22 EEE',2 CO ND ID II 0 II 2 AD 2,ILFelCvDE A.DADEL DWAY 7,2L.,„ ECE \ !Mgr. CONSTRUCNON Joiro---- CON. INIJOLIN DRIVEWAY R or cuRo ENPANSION JOINT KO 0 DPANSION JOINT pro 2 3 / A 2 EDRANSION TYPES (AIRA) 4 (MCA) DRIVEWAY TYPES (AIRIV .4 (MOR) DRIVEWAY N 01 TO SCALE NOT TO SD, E ' n1a32 Ned aA020„„SOONWABSOOAD„,DITA STAN EA„ DD,ILS DROWN, El„ n odIENEI , Neon, an WE 20 nal 6 - N12, Ot aE ry Wog" asouswn- JOB qp(` o4✓a qp yNPo�4k ''o o r4yr "� o Coxrrox ,,cxaszw,u ‘✓ aox. IANa, morti� ME IEURBAN ENGINEERING -- Mr, j. s�5 E -`p,.Ln =a. �PE 1 I TYPE 4 ` TYPE / I rvpc 10 PERPENDICULAR CURB RAMP DIAGGNAL COMBINATION CURB RAMP DIAGONAL CURB RAMP CURB RAMP MID—BLOCK PLACEMENT PtHPLNOICULAH RAMPS (SIDEWALK ADJACENT TO CURB) PERPENDICULAR TO THE TANGENT OF THE CURB (RETURNED CURB) RAO/U5 AND CONTAINED IN CROSSWALK „L Nw a s O w P.o V ,IIL Al w\ f , gasIMr I TYPE 2 I BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI PEDESTRIAN CURB RAMP STANDARDS o a TYPE III PARALLEL CURB RAMP WIIH TYPE s 1 TYPE a CURB RAMPS AT MEDIAN ISLANE SIDEWALK ADJACENT TO CURB COMBINATION CURB RAMP DIRECTIONAL RAMP WITHIN RADIUS (USE ONLY WHERE WATER WILL NOT POND IN THE LANDING) (SIDEWALK ADJACENT TO CURB) s nae xErc rear s' .. 111/ �4xmxc / ux ox axovosto swexu I adTIZL' AZT sv w . qr ;ICORry rzos a I nry Mar a WAILS NO/ SHOWN . 4_„_ +" //x SS SL ..... = a r ,. xa. as ,o s J TYPE 12 SuRrarE I TYPE 3 I TYPE 61 TYPE PARALLEL CURB RAMP DIRLCTIONAL RAMP WITHIN RADIUS OFFSET PARALLEL CURB RAMP FLUSH CURB RAMP AT MEDIAN ISLAND OPENING (SIDEWALK SET BACK FROM CURB) SUBGRAOE PREPARATION: CURB RAMP NOTES (CONTINUED): u.E. JOB NO. 6664635.04 IOL I S 00 Aso ac Avvxnuo PT m[ NOT rAroe To cavnnuclrorv. ys wt I. SUBGRADE UNDER CONCRETE SIDEWALKS AND CURB 6 CURB RAMPS, FLARES AND LANDINGS SHALL BE AT NP.. TO 95S STANDARD LEAST 5" THICK CONCRETE AND EXPANSION JOINTS SHALL PAPICALLY PROCTOR PHDEN BI CO ADJOINING AREAS. BE USED A! MATCHLINE WITH SIDEWALK NOTES: l MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS f^`,IP''q fglS�!`" €' s \ :�f °'4f �➢ Tues Alir . v / ( ) Mr + \ 9'4A0°7 ib• \ V swv 5 (� 0. � RT 0 T. HEM IM M I FOR ALL SHALL BE aMINIMUM OF 9'x4' WHOLLY CONTAINED SIDEWALK WIDTH L ARTERIAL AND IN H£ CROSSWALKAND WHOLLY OL.SIDE THE COLLECTOR STREETS IS 5'�wHERE A 5' SIDEWALK CAN PARALLEL VEHICULAR/RAVEL PA NTSA NOT BE PROVIDED D. TO SITE PROVIDED. MINIMUM 4' SIDEWALK MAY SITE PCONSTR 51.• PA TNG 8 M EACH CURB A. Ti£R MAYHBE CONSTRUCTED AREAS HALL BE PROVIDED AT INTERVALS NOT TO SS MONOLITHICALLY WITHOCURBWELS RAMPS. PROVIDE N0. 4 x EXLEEOS200' FOR A4W5IOEWALKS LESS THAN 5' IN 2" LONG SMOOTH DOWELS ® 12 ON CENTERS IF NUl WIDTH. MLED MONOLITHICALLY. 2 MAXIMUM SURFACE SLOWAB[E [FOSS SLOPE ON SIDEWALK 9. PROVIDE A SMOOTH TRANSITION WHERE THE CURB SLOPE RAMPS CONNECT TO THE STREET. 59. MAXIMUM SL 2% - E J/4' WOOD FIBER IN GUTTER. ALL EXPANSION JOINS TO THICK ASPHU I -IMPREGNATED EXPANSION BOARD. UNLESS I OTHERWISE NOTED. O DfSGN.NALI AFFEMLECTIVE VALUE AND RAMP TE TEXTURE MAY BL 4 ALL CONCRETE IO B( CLASS A /c J.000 PSL ALL ACCESSIBILITY STANDARDS FOUND IN THE CURRENT EOAS) AND 16DIT. OF E IAC §6B I9/. OBE GRADE 60 ty 60000 PSI. 5 SIDI EWALKS SHALLEBE AT LFASi 9' THIGH CONCRETE IT DIAGONAL CURB RAMPS ARE GSCOURAG£0. DIAGONAL CURB RAMPS MAY BE ALLOWED ON A CASE-BY-CASE BASIS ONLY IF OTHER CONFIGURATIONS E NOT E I C URBAN L ENGINEERING " - ) _ FLARE RAMn 6 CONCRETE SURFACE TO RECEIVE BROOM FINISH. FEASIBLE. ANO MUST BE APPROVED BY THE CITY PRIOR Y 1/2"O CONSTRUCTION, JOINTS A1/8" WIDE LK530" DEEP ALL SIDEWALKS 5 -0 I BE CONTRACTORATH INIEFUALSL(MAXI f E FP THE C. CONTINGENT B. PROVIDE PEDESTRIAN ACCESSIBLE ROUTE WITH CERTIFIED REGISTERED ACCESSBlLITY SPECIALIST (RAs) DETECTABLE WARNING SURFACE FOR SIDEWALKS THAT PER 16 IAC §6852 STATING THAT ALL ADA (AMERICAN. INTERSECT CONTROLLED DRIVEWAYS. DETECTABLE WITH 0/SABILITIES ACT) HANDICAP IMPROVEMENTS. AS TYPE 071 ESSIBILIE WARNINGS,EETRAVEL.. OF PEDESTRON RFACEE SHALL BEA MINIMUM OF24" IN CONSTRUCTED. COMPLYE ITH ''HETEXAS ACHF DEPTH 4 0 (TAS) FOR ELIMINATION OF AT INTERSECTION W/FREE RIGHT TURN & ISLAND EXTEND INE FULL WIDTH OF THE ACCESSIBLE ROUTE BARRIERS PER TEXAS GOVERNMENT MENT CODE WHERE IT INTERSECT_ HE CONTROLLED DRIVEWAY. COMBINATION ISLAND RAMPS DETECTABLE WARNING SURFACE NOTES' EURO RAMP NOTES' I PR 0 CURB RAMPS MUST CONTAIN A 1 DETECTABLE WARNING OF 4AOE0 T TAS. TH DOME 0550 CURB RAMPS WA CURB. AN ACCESSIBLE ROUTE SURFACE ILO SECTION CROSSE5 (PENETRATES) A CURB HE IA SURFACE MUST CLUDIN SID FLARE r WITH ADJOINING 2 SLOPE CRl/ERUZ SURFACES INCLUDING SIVE FLARES. RAMPS AND “LADING AREAS 2. DETECTABLE WARNING SURFACE FOR RAMPS SHALL BE 9F [c' `ll PE (% IN PER FT) A. RAMP IN DIRECTION OF TRAVEL IM1VH 2 / B.OSY / 1" PER CAST -IN-PLACE REPLACEABLE TACTILE WARNING SIDE SLOPE OF . I SURFACE TILES TRUNCATED MP (FLARE) / / 2" PER n TED DOME OR APPROVED CROSS MND. AOR. or 50 / Z / 024' PER FI EQUIVALENT IN BRICK RED" COLOR (MI ONS) T.50 / ZR / 02 " PER TI ADJOINING ARM DIRECT! PEDES3 ALIGN RIANC TRA DOMES IN THEOF H O STREET AN TRAVEL ENTERING THE DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI PEDESTRIAN CURB RAMP STANDARDS o a 11 0111 '�pIIIIIIpIpO U III 1UIIIIIII �F uesI.rLe'uno. ww (ne)IS �:4' SIDEWALK C aS SLON Or RAVEL 2 / ./ ' PER fr 29" IN WARNING SIDEWALK CROSS SLOPE / 2R / 4' PER fT 4 IND H F PEDESTRIAN OF PEDESTRIAN GUTTER IN DIRECTION OF TRAVEL ZO / 5 / 0.60' PER R EL AND EXTEND E f MOF HE CURB RAMP OF MND DESTRIAN ACCES. A SMOOTH REOUIREDFANSITIONWHEFE RAMS I SRA)IN NSIrypNECiIO NE STRr�ET OP L puiC ENTERS 1H£ S (E - PS T TO 5. DE/EETABLE wA NG SURFACES SH £LOCATELA SO J PROVIDE FMRED Sl IAN HE EOCE HE CURB MINIMUM OC.. TYPE1CIRALLEL NEAREST (INE ISA PAH 0 OAA ES THE RAMP. FMREOOF SIGN PERPENDICULAR CURBRAPS (BI—DIRECTIONAL) ARaLLSHALL SLOPED ATT I. MAXIMUM. MEASURED SURFACES TO PECURVEDALONG THE RADIUS PARALLELT rTURNED CU MAY BE (SIDEWALK 5E7 BACK FROM CURB) USEDORMatlr ACROSS 700 PEDESTRIANS ETHER BEECAUSEOPIE ADJACENT SURFACE ISM PLANTED. SUBSTANTIALLY Rcu/re 4. LANDINGS OBSTRUCTED. OR OTHERWISE PROTECTED. BE 5'X5' MINIMUM WITH A MAXIMUM ZR SLOPE SINAANY DIRECTION. ? / rE Haar I 1Ih'.LWiLF'r 5. SLCONTAINEDP WISE BE WHOLLY K MARKINGS. EXCLUDINGSIDE FLARES CROSWA COLT HEADER CURBS AT CURB RAMP -- dI-V —� "� d1j1 Ixr�rvc swFxE 11 Id1 SETBACK SIDEWALK ri GENERAL NOES U.C.roe ND 08.6.85.04 f '• N I. SILL OP P E MAXMAW E Gsr POSSIBLE SLOPE THAT WILL ' R AREL SHOULD BE USED. �.A_ i CAL- F 1 IA FlC SIGNAL OR ILLUMINATION POLES GROUND BOXES. CONTROLLER SIGNS, DRAINAGE FACILITIES AND OTHER ITEMS SO AS NOT O OBSIRUCM THE ACCESSIBLE ROUTE OR CLEAR GROUND ao I I PROTECTED ZONE SPACE. THE MAXIMAM DCROSS SLWS ZR 4 GRADES AND CROSS SLOPES SHALL aE AS SHOWN ELSEWHERE w THE PLANS. 5. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PUCE UNLESS G I C URBAN L ENGINEERING o p yyGr 16 ww YeALL ON P OTHERWISE SHOWN INE PLANS. CHANGES M L EVEL GREATER THAN'A INCH ARE NOT PERMITTED. 7 THE LEAST POSSIBLE GRADE SHOULD BE USED TO INIXIMIZE ACCESSIBILITY THE xT — RUNNING SLOPE OF SIDEWALKS AND CROSSLEs, WITHIN HE PUBLIC WA -6lE-A✓ MAY FOLLOW RIES GRADE OF TILE PARALLEL ROAD AY WHERE A CONTINUOUS GRADE GREATER THAN 5X MUST BE PPRONDE0, HANDRAILS MAY BE DESIRABLE ON ONE OR BOTH SIDE' OF HE SIDEWALK 0 IMPROVE ACCESS,. Ill HANDRAILS MAY ALSO B£ NEEDED O PROTECT PEDESTRIANS FROM POTENTIALLY HAZARDOUS CONDITIONS IF PROVIDED. HANDRAILS MUST COMPLY WITH TAS X85. i • !EyE I� 1 �/ LV///////// EX 9. SIDEWALK C AILS ARE SHOWN ELSEWHERE IN THE PLANS o- PROTEC ED ZONE APRON OFFSET SIDEWALK 7c 6- Ill j DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI PEDESTRIAN CURB RAMP STANDARDS 3 0 a CLEAR GROUND SPACE CENTERED AT PEDESTRIAN PUSH BUTTON Al ' c WIDE SIDEWALK , _ . a : a AoonroNAl RFAT.IERT WaE Supt '1 /ooLF°BSH.mw,r. ,,l o�A,1.Iw a so z DETECTION BARRIER FOR VERTICAL CLEARANCE <80" PLAN VIEW ERR:- ' PLACEMENT OF STREET FIXTURES (ITEMS NOT INTENDED FOR PUBLIC USE. MINIMUM 4' X 4' CLEAR GROUND SPACE REQUIRED AT PUBLIC USE FIXTURES.) „SIDEWALK TREATMENT AT DRIVEWAYS DETECTABLE WARNINGS 1c) fe Ek ego AliN sow au`s°P �aE,E I C URBAN L ENGINEERING -.- O curre awe d., CURBo PARA_LEL CURB RAMP d., CUaa PERPENDICULAR CURB RAMP TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN aawo undine sic�`oau�mpw ,22 -wm. r.A.Mwvsyd�� DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI PEDESTRIAN CURB RAMP STANDARDS 4o 4 CUSS SECTION TYPICAL SECTION THROUGH .124"="'" ..ooeceE . CONCRETE A—A CURB RAMP ' amcwdac� , �a "" °`� d �«, o�"mac irig DIRECTIONA_ CUR RAMP F.cE „, dwe '°°""""@ TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLCPING RAMP RUN AT A RADIUS — � - - �y -- \°' - /j ^w° o �\ \ oE.9., mow SECTION B—B CURB RAMP PROFILE So ro IaD' (Iwa w ro Im' mo) f,. $."'•, 0 ggtq e 'fe >o row'MP) zD ro No•n>9a DETAILED CURB RAMP OUT. DIVENSONS. JOIN, D N„: , 5." OVIrtN (m) / T CARD CET I C URBAN L ENGINEERING 2011 o �NN Il (, na.� \ CrFb USE FED XING KEEP LEFT RSIIT Io p' �, ' 20„c ,E P(, .) KEEP LEFT C4DI'X RINIT ' KEEP LEFT RINIT /( Ie R9-8 0.40D.11R9-] (MOC.) 212"x18") (12"Nle") 4 R -I li2"Nie") R9-7 (MOD.I CYCLE TRACK/SIDEWALK SWIM. cUNumax ...,r(e) 0 N DIMENSION (c) DN225200 0) UNBUFFERED CYCLE TRACK AT INTERSECTION (SIGNALIZED OR ALL WAY STOP) I NOT TO SCALE ....° (T+N.) sa TO 10O• (n22 N„. I. ANY AVAILABLE DEVOTED TO DNENVON (A) ABOVE ,NE MINIMUM"a'). UP 10 IIM or I INCREASING ,AO` 0M '1:112(8=D w To w• nwa m ro w' oma ONO u 5).L FEET. E(0xo N4 SIE TRAM NT,: DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI CYCLE TRACK STANDARD DETAILS o 4 u F um /I.. R onucs. . 6. cDNx GUTTER rvJ COLORED CONCRETE CYCLE TRAC, SHALL BE ERFIELD COLOR” M°mEoONCRETCw(xo)(oRRSALE)ORuuawEucxmoocwanOro,mN r — w o SECTION ozseo. E=,RP.D„rtT •moNmEDEW„WEN 3„.... N ` (OU DE `(D COLOR' AVENUESD,DEAW)OR x ) L $/' �°(PENs,LN..M Ma IMENSIONS ARE URB GS " �� 1I S CRMSWUSED `OP CROSSWALKS . ANYNOR ALLE KAPPROACHSEGMENTS.(SIN.ANDSTOP)TM.CONT„„ ONE DR ^ 0. BIDE STAMPED / \ STRIP l- a � —I D P ( w wION xs,NooHwNNsoE«°:N: .of C c ) USE PED XING KEEP LEFTIRIGHT )t6 1 I (, , KEEP LEFT IRIGT X KEEP LEFTIRINK .X6 ft9-8 R9-] R -] (M00.1 (MOLL, R9-7 (MOD.) UNBUFFERED CYCLE TRACK AT SIDE STREET INTERSECTION oo'(Tro.) - qqqf.' sRic, =s Li �- sTANOAvo oETaTs. RAS �® I C URBAN L ENGINEERING I /w UV IN0' ((ADE STAMPED cifb USE KEEP LEFTRKNT ("' \ >.! - (D) IA>• �J STAMPED CONCRETE STRIP KEEP LEFT RISIIT KEEP LEFT RKHE PED XNG Flo // �1i Flo IMOD.) R9-) IMOD.I ft2"Ate"> tt2"nte"i - • otR9-5 - R -) R9-7 IMOD.) IG CYCLE TRACH/SIDEWALK SUMMARY BUFFERED CYCLE TRACK AT INTERSECTION (SIGNALIZED OR ALL WAY STOP) ca.,. ..7. RMEDxj DMmRON (C) ...En. (D) Tw./A' MN. 1. MIN. eussEa"a�Eo t MOVE z MAMMA CTCPR TRACK THE M�MMI LIuziWv VP TO NOTES; TWIDTH DsA i.RZ: s MIN. F INCREASING OFEET. aw (iAow"EO a) PT DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI CYCLE TRACK STANDARD DETAILS or 4 I. COLORED CONCRETE CYCLE TRACK StatLL BE ISLITTERPIELD COLOR' Y (rtxNNsnvwM. AVENUE SOLDIERCOURSE)OR APPROV:DEwMvu[xT. J. AU_ DIMENSIONS ARE MEASURED TO THE BACK Of CMS 4. DAGO.. CROSSWALKMARKINGS ry �sCNAL AND STEOP)FTwr CO. ON CROSSWALKS MTVAraTiLL F. U.E JOB NO. 08896.85.04 PROPERTY LINE _ _ i - tt .6: .06:- ., -1F7.7-1 g '., g g c'7: IC URBAN ENGINEERING 0.9 N.1 !;':-.... ir /II ill II1 MI 151(1=IM creass AR. g c omER -"°B•7°- aLTEW:' RE' . CONCRETE °RN.. „E sTo. DR.wAy DETA,Ls CURB AND CUTTER CONCRETE DRIVEWAY TOOLED°10% CC4.2MC&NCRET PLAN SEE STD. ORROVAY DETAILS UNBUFFERED CYCLE TRACK AT DRIVEWAY PLAN NOT TO SCALE BUFFERED CYCLE TRACK NOT . rpRopERTy L. _ _ _ _ _ _ _ - P. AT DRIVEINAY SCALE . . 8" WIDE STAMPED CONCRETE STRIP g ''\ - CONCRETE SIDEWALK -, -TTTT---...___ NOTE FOR BUS STOPS: 2AiN,I=.1TPON THE CYCLE T.CK L BrOtrOftTEPUSTIEIVETT- \ 1 MN. SN eus STOP SION 11 SITIVRT7A0 g 1 PPE 1 DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI CYCLE TRACK STANDARD DETAILS 3 OF 4 \ -CURB a CUTTER vmes ' 5. VOA. CYCLE 1PACN/SIDEWALK SUMMARY men. one, ....z. .E.o. Id DIMENSON (0) PLAN BUFFERED CYCLE TRACK AT BUS STOP SHELTER PAD -000 0 000 000. - I— E NOT 70 SGLE /-PROPERTY 1.. _ - - - — - - — - 3/0. EXPANSION ,wir EXPANSION JOINT %QM, '. ANY AMU R.O.W. SHOULD BE DEVOTED TO INCREASING DIMENSION (A) ABC. THE MINIMUM (21, UP -0 A WIDTH OF • FEET. • SIDERAU, ,77-3/4" .- `.\-doucarrE „DEM 6" WIDE STAMPED CONCRETE Snip , g ,-CONCRETE .N. : wotronvabr- \ — . • . . ' . rvor TRAM( WIT, — BUS SI -CP SIGN _I CYCLE T°4217'-',.., lg Strl'ggP40 C " K I. COLORED CONCRETE CYCLE TRACK SNALL BE 'BUTTERFIELD COLOR" UNI -Mm RITEGRAL CONCRETE COLOR (US1) (CLARY SAGE) OR APPROVED EOUNALENT. ALL CONCRETE roa COLORED CONCRETE CYCLE TRACK SIALL "N=DT011C:ALE'RN.T. 2. g=14f:IIENIM'OIERLCI7UR'S.Er: I 3. AU DIMENSIONS ARE MEASURED TO THE BACK OE CURB \ -CURB ..< GUTTER ,--- - a. DAMN. CROSSWALK MARKINGS WILL BE USED FOR ALL CROSSWAIRS AT ..A.,11CO=LCcog,RCA,Z,4SIGNAL AND STOP) THAT COWAN ONE OR PLAN UNBUFFERED CYCLE TRACK AT BUS STOP SHELTER PAD NOT TO SCALE LE JOB NO. 088.85. CYCLE TRACK CONSTRUCTION JOINT-, • STAMPED CONC. S.. .,.. , 4 e , C K S 011, 22 r VI'..(7'4'1:.)L"' WO& RE11170ClgiNCr00".—.... CONCRETE ANCI-OR RE: TRUNGDUR p.A. s,s..,, r IIMEMPILIMENIPM---1411.1gaigM p,30:1:41,. g anilillielin . , g . ' s 1L'i'i. NATUPM. GROVID , — A• 4. ITI IE URBAN ENGINEERING ' . h SECTION UNBUFFERED CYCLE TRACK DETAIL 'A' ,.., CYCLE CONCRETE SOEWAV AND 1RACA REINFORCING. NOT TO SGLE NOT . SCALE OgriLsUrs'AVvisE NOTED. I. 22 .1 COLORED CONCRETE CONCRETE SIDEWALK STREET SIGN CYCLE CONSTRUCTION If ROWEL . 16. LONG (a 10. 00. 000.) CONCRETE CYCLE . ' TRACK REINFORCING TRACK JOINT, D• ME STAMPED CONC. SIRP rgrOVCER4r*A" 1 Ov6t. tOuNALENT SPACX 0000000 (000). 7 tELTIME 4 IIMEMIRIMILUM -1" WMai .-: . 311.111111‘11/ z. i 1 0, (s) (c) (o il CYCLE TR , o. 0 0 'Mn•Es'F7.: mtN. ... 1 iia. NATL.& GROUND DETAIL '13' WIL TyCir=ND _,_ REFER 10 SIDEW.K STD, CURB AND R 1. PER Ff. 1., A rl. , NOT TO SCALE el pg UNLESS OTHERWISE 00 ,EIT FOR 11-115 PROJECT 9-IPLL BE R. ,CT FOR -NIS PROJECT ATPLL BE 5' FFT FO TNiS PROTECT SNAIL 90 , CYCLE TRACK/SIDEWALK SUMMARY ZRZTV.,0717;ZZI.MIGICATIO. SECTION comonm DIME.. (0) DIMENSION (0) ITc,'RE'T=C(ASI,!ATLT.7(1Kocs-TTRum(Tea W(1422.1O 014-8290 BUFFERED CYCLE TRACK 1 ' 1 CIESCRI'ON ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI CYCLE TRACK STANDARD DETAILS 4 OF 4 NOT TO SCALE I. WTI A t4,81,.E.,RX.,11;1.0V4EAC=O;0,17ER,r1NO DIMENSION (A) BICYCLE SYMBOL PANEL DETAILS NOT TO SCALE STREET 1. ADDITI NAL R.O.W. AVAI.BLETARIERROAMENSIOVA)XgEN RICR.TD SIGN f.7.E`OrL;VoTliwa:NZfr U W '. ii,E'cal, sTr.“°,41.71: r,ZPLI'''). CONCRETE ANCHOR corps,.. mohr coral., of 5/8. d1(0)11f MVO telt .. LINC Arles '-, O I Int ...Rt. rerIper AS711 A563.. Atua Dolt .11 nave a mlnIrtum DIAGONAL CROSSWALK DETAIL g(0) 1 ... 1111 - e= Vrr'erp2Tv:17"' Oa... pe. 1. 445, •Galwall, PAVFMTNT MARKING NOTTRI (0) (D) . . ., . '• . Ing.• .ealw hpe ononora.11 na. e. IsaHe Inatol led mi. Type 1 ALL PAVEMENT MARKINGS SHALL OE W.TE nvE I REFLECT. THERMOPLASTTC UNLESS OMERVOSE NOTED. 111 mmy per ONS -5103.. "ERoxlea . ' n n NATURAL GROUND i vy r.... • Merealy.4..... 2. ti.iii ppAuvtETIT MARKING MATERIALS SHALL NEU THE RECUI.D DEPARTMENT MATERIAL SPECIFICATIONS BY 4...-. '''. 701:7TOP Oa 130=11 3. FRAC! MN MAGNER! AND DETAILS ARE SHOWN ELSEWHERE IN THE KAN. Wend at lea. fl. el. I. Of 5/5 dtaafir Con.. Anebar Ilt:17.M1Oct or= ' U.A7gfrOr=3;:inrIrorr.17, lEogle7=1.%rf.r2g OrZVE a PICO.. IMMO a NMI. of val. color. wl. a 5 1/2. of ' NA 0000s174.Or1011nr000r00000r00:O4.'.E'' "TaLITIIIIE 514 RO 5GN ASSY TY YKORIXIS01X-0,0 6. .C.Or. %.,r,21.1,Er/L 1.r. STRIPING LAYOUT FOR CITY A.I.VAL PRIOR TO THE P.CEMENT OF WI SECTION PLACEMENT OF STREET SIGNS CONCRETE ANCHOR DETAIL TRIANGULAR SLIPBASE SYSTEM ON UNBUFFERED CYCLE TRACK wr To sc. z6 m 0 a € fi e tom m Gffi� a n i i Fed U AO (v SWAMP 3'4 W 10, Max Post p nng°S Max, �— faro U alutmpw ttwNMUt !—F p lolnt u Spire 10, usual s Max Pon Sparing I o N as reGG X$•-, .i. PISS ' Wn 10. £3WRe joint SMT•I awCa mffd—I I M/w sWeiri II ' ydNaa 60. 1d Mos O a uENGINEE�►N RING U 00 Lan— o �a o I o o 11 wP ky ' Cg ' 0,e. 0.0, +0--- ! Pl.sxi.ae Y( G' etl3 C -e Min in g FO Pea of AMA Bing _ • o l.: ; . :I IT1 — AT ABUTMENTS AT SHOP SPLICE AT ENDS OF UNIT AT 51AB COM5T JOINT AT SPLICE JOINT ROADW ELEVATION OF RAIL CONSTRUCTION NOTES: EoceaSlab or Wagstaff Panel length of- raging must he attarhell to a 15 -_ rare of rag end posts must he vertIcal ansversely lar T5➢esvr'n`rpHRH' 2 31 9'V _ _. olaaslare.�a one addway made, U.8d. aaK r ©Qg ,n.. port ea a plates if gaps lager then HRH' 00,0La a 'RrD,.M°I., w �� al la to t�. railing a II el wlrofp Me H95 500 P0'` e.m➢a when :aeras rs educe less. Pe ° ! oesroa $sg i P �,�NaM.meaa awo.a; d <a ^ss ma is i- - 'all"aneH,sr04 ll et orxm,t.55.r -exposed edges lneerlor BOTTOM PLATE DETAIL 5 I46, o 6o/es for .__ P W xGk a W BUte a IP` ! I I AW T 10 Die Pin (Driving MATERIAL NOTES: P 5 e ASTM -A500 Grade e, 31085 or A53 Grade 8 for 3 3 (Hex net a wsMzl z r Am / W i J I*vpl L o e, welded mg Moan eei'°0'sts and plates. e o :a .se of ,KI _ O z y Galvanize 001,0 0 : W Amboy bolts must be tempo/vote DeASSNeA303 Adss otherwise bolts �' AT SPLICE OR EXP JTS SECTION A -A for NM t one he acl. rods with one tare one hardened mice,' Rex not each, we r at each o<,E DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) ' R i9 © BASE PLATE DETAIL H55 SPLICE DETAIL ausdw°de arid' (lots M. <oworm ro A5G3 a re ------------- 2 GENES NOTES: °""' x w ne t° MD ter s ecll2e6o�u. Y➢ iten s R / th fN H55 (0081 Post —yam PL Nell shown an thla seenderd Sw r Ire Mod)/ [af oUn for zU«e rtrurevre tY➢es. Aa details elsewhere In plans tor these Nin of 1 pans rehired an wln9wUl aM en erl9es wren expansion w h.. !' RAIL CAP or .mNtM aslllrglwltA�ta.a ani (°301. e I f ,a➢ ° s r ➢adannoy Dan bn U / .e on r ➢e ayou len➢ts�lll/ra I A°Ie © IP NM - I'8 990 15 058 --down are omitted. Awerage weIPA["ai"rallll3 Is 30 PI(. DETAIL 15. Mo./ Pae ®aro snap sprlre Der wear Iz cermircee (wren Nmm2m As p.rrow Pan,,,Fl. he w.rd mar ea .Guar. 9ree2 of I.I4 Z d x Face a n�an� a• or m91e .e.9rNxe. n;a :mown. © 655 3.380 x 2./10 the ,A. Ogg* a8>r2Pd5Ml�stt BD'wlt r 1 o0 0655 3300 a O.vG m IME N i6,_ a ti — H55 2.900 x 0.65 ® MSS :873x31203 PEDESTRIAN RAIL Pew oa ne:wP I qR` i " Ie Iv1 ON ABUT WING OR ON CULVERTS OR .m pmiM Maa. TYPE PR1 mrr�m- Pn �m.nwr BASIC CONDITION CIP RETAINING WALL SLABS OVER r THICK ®nod a.M .awe �m. m„ ''''wwww E POST MOUNTING DETAILS 00 ,000 I w LJE JOB N0 0889635.04 E a. N p'•I aye GQpa $`� r nr rr.err cell el 1.410.. GENERAL NOTES °CF rola.. met uaT� % Boman =7,1:=.'' �. [ ___ __ pas. _ Dos. I.p Le ne n of the �43IreeWfaIn the O Tne exact �5frol orBe= LEp£y 6V . `Ep 1`.'1',..,:e'' ble 1. «re mKwC; ora, • a va / 5/`♦�"•.•.+ e [ ... T T`� I I K •�° I �t•C4.` �s Erglrerima. poefer�ia bet.lvol.d Inhamer0apa : �l. 1� .. 2. Boil •rent 11 t r eenta of Item 540,•1.1a1 Ward fence. .0.1IOS wadi.. In iM pions. nThe C.f.i..- ropy .180 'all also.. of 5•- O•. z•- S. Inane . Rall elements nae a ones help• . ]•-eep ' C}C the 00 s• C.C. A0 Pale nlinal of ll O.nII e t Itim •sectio• a ram it atl roe L, o uENGINEE�►N RING ?� E ?rt of yo'p-ol I. YnE pp YYr ill ii0' II: amp or gasser� slaved anew ... Ea o a " �� RECTANGULARROOD K aIIpO0 6 [ • TO POET TO STEEL ]. Wito Mao 'p.4• boles IAs*Y A]011 Moll be oT euTflilent ImgM to %. x I '/ - Ir 2• P r trip!. NI I • t o W. double :in: e. x e.4 r N . 9.0 isnot t Tu I• PO s s . B nut 1hood •Sell s• Yts • PI • O. D. rre ab not a than Myporm It. Wird fed I[as• bplfe IASiY IDTI w IeSTu s5B31. Tlrle beano•ecovonc+t Kpsp swami ln5run�3251 M�pbona atoll Penoof au file ins7e. length to extend through I t < . o roll, POST 4. Flltin10011.sMOS. One e1• .*, o .011 be wawa. In =camera. .Itn FF " re' n mry...logerr,zl. • .loge enol, arepGlory to +Mea ten. Ed �kp CE ROOD BLOCK TO TYPICAL POST ROUND 5000 POST aform a1rr. d>� s. cr.., enol a elaemd to accamomte me pore, Bean wwa 74+05. t 6. iM Iatral approach to the p.1rd Ie.., WI Mw a max inkm slaps oT 1V110x. 11YC 8 YIPS length of Med 1t. ausemr r•lo". •• ,- em u� . �% ret x. a •kali elea.nare In fM Piet• o- ro.tr.7.!'"e° by t". ErwlMar, me d T.rla. 'u here are a roe bf zsl r flair. , �... n. 1 B. Is. Armen In th!BO that pplanpsp� acrd fable p+10eao Int YIolnIt, or ares Of located beim nd i�E 6 .. e a N' r 11 � If tl'heerfoppp of the o Il. Klan. pica. zs I oar curb. snail fiay t the w Peal Pas/ le located the gutter pan or eope of av n n n n n„ mon ^ , °°" [ B. Ir w, Id rack la mawtteraa •hili 0 tamorr M flnlaee grade, o-111 2. - sy 010.. rm,s, aril I Iw it ala. front 10 VHS.,� a Intl, the + _ 0000'pvr,ap0,19 r. If oeip0 reek encountered bel o- an b ~ 51 rimmed ora slm•� anent coon, eniaeer mayor Any post •m, 'mw,n°,:i�rcan.i t�tpoplafi III.Iae ancohearooieee nater,al. Cut 10 •n.,r. xzg,+o-o-al, �,ll eas mem �3 rte. ns. as -, ` 10. P.» .1 .i In 0....., o any depth. Ayyyytio P Y as. trttan lrsmlreath•m1�1 dr ; ; OM II. So 0*ol I loot ton . req.,. at Instal lotion* raving a arwtwo 0+ • ....eye., [p•I e.y s IeY iMn SO ft reale. For _ _ — Olapxp%e«Imm,rm1m m ELEVATION 1,- era Pu nits, rev Salts nen a. m.,w. Iz. .1168panon In me Piet•. a +e anterial + axvr block l41.h�' au: X50Weaned seater 5 a :5LON MID-SPAN RAIL SPLICE olrwtlm of Trmne =1:11."..7;:l 0+• um P u [W ppotrwsler he rwtlranenta of w6-n10,'Cor.flitp Material Ppnp and 13100x• for .ILL CDLVERT POST that Bean Wo-d Fencer nay be .AI. 1 far over blot. a pinen•Iohe. rho uatl07 Blareio, r0wi maintalne d Material Cvl.vfa e IMI ON• 0000 m ft. m 1«w a sNNts... far tap [em• *lee Bruer Lief IIPL, for obcers of mofrlals calf wallop oNB-Til0O2. Only may form. tarpo•Ite,mtrial Pae o<,E DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE N (BOND 2014) 0 �,, • .\ • tyr,m InrR�n • I]. w pCOetp Ba partial IY o en �eeaet pM allvertamlte M a• %' .� apfn a et n-place caterer lows .t.esn e e reaulre6 Sep wtalit•A "Aa �r 4V� 1 1I��1'l�� a-IO2� �.. . 1 —Sheep von • �pa4 •' =tr.' doeli oAt '," el s1/11 hay hes ro., me ea Isvcleaa „a Brio. Stagwa SCP-10.e sposivs. paw 1,0* IIIClass� ///-E \ i. •mooed IA rMEI �[E: ir"Mi `\J ZI0 % I / Iw tree.. .pow [rm. A' . n epee ass.sae ale folios *he sanfeserer, reaulnesnis far nry poetParent lar W. Trane Pian 5.1 t. need so I BI ttepkn Iia- But+. sew soil. alta WirXa MOB Staerdl a ,,,ss 12'/- Trravltfatfrpoil TORIE-BEAM TERMINAL CONIECTI(RI NON-STIRETRICAL TRIMS1TION ?' I f/' N' I2'- 152E CENTRAL NOTES 0 A 7 Fel REOYIRFO x•RBe•REI TO 1-BENI 110 Gomel I tl n T•- c'/• 6• _�, MIL a N vd.v a Ra.lred )'/,• I I ,Tb_yesm.....7.1.2Mon Stmt. ti� P wet ad L �� „ RE X00 rK P«+b )�A � �1 .r1.e.a'Pt 0 01r.0tlm � METAL BEAM GUARD FENCE c:--� 1 Zm.ph rl 1 m , m p,+,a or 1�r Pew Buttmsh011imaaa '�1III�%• c=' .' 0A all). YId-s 5isia'a«wtdal iofaii N,te, glrept,a,a Traffic NEAR GF (31 ) -14 �r« BUTTON BOLI CC Seiko Botta viltn? ifepoaf erpoapinga. gi r%rdiu rKipinmm a&kfwx PPeet eet General adjacentalhtiaffltlenen -..-.%..gr sfw.rr. epals�ln.rap�t pas,O. "" amnn�.o . Ia' fie' ..na MID-SPAN ELEVATION ES.- O-INW.I R-BEAY5ECTION RAIL SPLICE DETAIL DOWNSTREAM RAIL ATTACIBENT area. Ian da. mm. .... 3u rp 0[ U.C. JOB NO 08896.85.04 E • G�Oa momm G�zpa Lg� >b6d ca GENERAL NOTES e• II. -.II .w•I w rewn. oleo a°.I a• I Dail IHI woodsteel poste reel The in the plane. The o ion °'ric�,a a -1 r._ 6_ eln. ' exact oe or es directed Engineer. steel posts to be wlv°nlza° In S5 1.p3 p'6 _ cr � r: 2a' t^ In�neo cr 45" 31• Neawor aIn ccordance with I+em PPS. 'galvanizing.' 2. ai°Ye o°be om'ne:ne Nome. r� 6 ro°+ n°n•n°I aneulremncontract°r nay lumien eroT:1emen.e °r J. a oP9aei )'- t % • hon standard aua tlr°i I +a accommodate +ne m�mgon eciloilla. rr te.atto extra '' o uENGINEE�►N RING -"- Y%g + voelength tzt s ye^ Dia. to ' te Peet^ai /1 TMr'e re %•lx 1 �%.' with ° %. ° e • .1+01. sre assoli. mol s 1/161% , end washers, shall be M dance el n )ren. 'MetalrenStructure... Iirmde enols be e„eeldlorr ro the abiairem IRxaee $t reuuiritw can°Kuetan+oranerm.r ;4 yia "8e f SF.,,iLaad .1ea en°ueoa::ire tr- ¢mmm m . a. decr.dr mre:.. e not .get.goner. •a m .t. 3 to !8 -- -- Defer of l3tt Swndard Street r° t r additional detain Celtvwern NMwall not Field ie ghee, be n Cue rLdarair1aOffset Standard Line Poet Inetbl larlpt Re0100iaw r6CRLnPoqar oodrcewt.Ien. aIvonzng rione I lea i shell Ili 14 11' b' ,n awrtral ee Elevo+lm Detail far Iota+Ion¢.t6) CRT reduld net M permited.t 00(31) - Lang Span SYatem b) 14 off? xa' ine 50'-0" (Max) Showing Maxi mlm Spon (25'-0^) -I hates uprdrpll apl lase cre°Cw - p :ilk 'i [nst at o Z;;,',;;,:.'" on _ ^ _ Spans of leas than 25' con be adjusted. -i n +n° 6 pee ep qa�� zs o was b E zs - o 1P -Been ball Elements - 1 cm Pal ..rent, Standard Line Poet Inew m. 3/ Doe• Eg=. o —fV—. 121 a POP, spat .nae. ^ min. min. � o<,E DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE _ w (BOND 2014) Plnie.d ora.-\ ,. L� s� ... •o a0- TM—I..I „ r .. .e nil I determined et lo cation r r� ♦ j u ') �, mdbot lolq eacn. eneaor igna sea.. _ _f{T - }L_ ampnan.xsR......al m.ndea r I ELEVATION DETAIL T l Lmp Span Guardrail _ METAL BEAM GUARD FENCE (Long Sporn GF(31)LS-14 ®rmp n �.e In• orI u .. ma® mmn �.am p m U Gg' 9 x� Qm g gra a5=: �g.3 TABLE OF DIMENSIONS & uOture End/ STEEL IWIn9a for One SifuoTurB End/ TABLE OF 00 680 LL REINFORC NO MING DIIENSIOSW CALCtkAT10NSl O'mansion p n Relniprc //,�sa OumftledG Ber li'WIYgB1 Size No. Goa a are in FeNt Ix t II values arsuT OI =3: Bora P ]'-0" minlmm Into Coftom slop of Box Cugvxt. ...um sore OI p aura J: W, G Irnetn ¢-Win [ < 0.l Sv0.250' !Hr - 3 o t Tangen I 1 / a. A.fmintmm estreat°ba a rain diem W410.0ni1 W W r T So sa RSInT get ata ea - 1'-D' L • UI A Cosine (1 r& weep O is e wren not vat geeeirm Mipnt a Ins rotes ;:°ieItles �"' einostatnirepl> m: tpwiarw H. N m i rr1 ICY/Ft) N L �v,: r° „alae. '-0" • a3 I '-0" 33.73 0.246 S�S�F. 0 R Of Slope ere: 2:1• 217, 4 I, 8 6:1. Men - L [fl EG'RBANl J'-6' 2'- 5. 1'- 0• 9• }'• ad I'-0 • s9-0" a 30F - 1'-0' Total Rln02 iTdrea fTrol Wings t•<49 • 0.333'1 Did scam elsewhere plane, a 6. asap con revel 0 F"2 &• s' y.- �• - °• °- - ' °• - " o" a is 3.340 TABLE EST MATED CULYER TOENAIL ;!°r."?,::',.' -.°.'4,°="M.' -6*0,e unlpea emer.l ea 0lr30ta Dr a Engineer, m 1 -6. ...Fen.... s or°r° 00°nnai now°° • 030 E 5 -0. 3'- 2• t - 8" t - 0• I'-0• ea i'-0" 45.09 0.341 QUANTITIES dein» o ingrail II DII edges c0lacenf o *mewle 51 Si Ratio lxvrtzvntpi.t Vert/mil concrete r 44 Slope ¢e I' d" va 1 •_p 5.7 BQ Gvx x °' 51' oli °MM The noo i Infvr}eo by xtenEtru L las Ilemep a& _� 3 _ 6 ;• i _ 6. i• g• 1'- _ 0" I' 3- } - r3 I' 0" a9 0' M 1 sa " A 6.12 52. ii O. o. 41< 4 Colbert f o Lenafn oinTSlorigrrroVe011v1Ma.1p In eM dlreM las Q Ntel barber of Culvert Spate Tips, enol, extend acre. the full Olat°nve of the e3 '-' '- • '- S• III 9" I' =5 I' -o• s4 1'-g" 60.19 °.986 1ll`IVFMB - 2035 s rogues. a Dox vulwrt aeanaara for x, S, i, 2 0 tiptop, a in stools of =proem ial, 20'. Ines Mc, 10 5 2 6" - 2 0• 8 e3 6• v5 fi" ee 6" v9 6" 61.99 97.25 0.535 0.584 C 0.031 mC \' I I�pt Oe °elven rosea,, anon In GfCTION B -e velli wires. pp xq -0 II' -O" - 5'- e' - 2' 9" P'- 3• 0 en 1r244 Mnnpfarinagn0eE • 2•-0. 13•_0. 6•- 6'- 9. 3•- o^ 3'- 3" 2•- b'©ir 2'- 9• 7 6 G b- 6" 162.29 1706. n� 6400gpuliwwoiiw BARB D ie, t"tar70 stover a neeeaegrr. Ae g.E 4•_0.2 - 2. 3'- 6" ]'- 0. 1 - 9 5" v9 6° 5 6" s6 6" 2 i9 203.06 939 Oi.060 029 wits pre &horn Oel id rs In the max. , Far at to Bi ur ., refer t 2'-0' ole roll or curl. r y2e 16'-0' s'- P' a'- 6" 3'- 0' t - 3 •9 6 =6 6" 291.02 1.230 _ I e eiMrT6npMnldpp 'alga e ° i c r II, of es thaf76, ossa ll kyt Q 0 A Finl,Md BRaodeay refer v&RAC C°eermwrd. 0r da n oiaareawee� I rY• rnv IOea I.Par Ggopet fi0• Oa Fsr venlcleaaaf ty, M1e gotta vnotl Woli Mtn 3• feeflon oDaef4 h.GeB FI •p-�` &rode. rtaea on 4an ° COltioal c °fim :7 BARS R i Iowa° rar m,a wrx. 3IiIIII!I p�� Corner Orai ,,7orl;o Rar3 Ise r �. GENERAL NOTES; ~ IIiiagilillii®■iliali • �MelpenpIlmNylia Ya. veetLed warp '" '" AmS10n1V °fafim ePLl Jt e"SiB .' piaeisady Depes°.r. °Bs 1-o :. BARS BMS N INSIDE ELEVATION e" ' ooJl V reinforcing In rior°p concrete unless noted © have a ^ "-----'' 2'-B• -� &o:ae6Ooe: BVD ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TxDOT HEADWALL SW -O + B 1. orecYvcaeesna o ev,& a vel , of I e • rarer. s rp.eagl r.�nfpra�n snot snows rpt alar,tv.1 Itif PLAN �_ nen , founded on lid x depth u<a or to by Ma toe.i le For culverts ma way Eno.noorsons W e V lSnoWing durene ane.) r for ected Gelimin Inform :;m.BB r01+t spi&rnq & t ° re er ITz. r ° l itF i� v 2 RQ °Irpl 4 BARS L BARS J2 op °acro n VO f fonmt,an only. O s ce :11�cer&f 3f .,nfaira�••no nW,mro IbE 0 q 't\5- 'Roomwpi.prdaitai.Wotmm n Y N, g R -..tit., 'PA �tit, CONCRETE WINGWALLS R �` 'll 2' WITH FLARED WINGS FOR ° N "v� ¢ 7 3 � +1 Cone 41 L r Niiii\, �t�`�►, Jr R a FOOTING ��TT d II O` SKEW BOX CULVERTS WtrgrdlI raewll WINONALL AND TOENALL Culvert rar°, g4 �6- 6" FW -0 CORNER DETAILS ®;,eor*4.o mau-" `2L �..,"eon"�:."• SECTION A -A SECT ION 8-805 0ems.«: re l Marlcl I: naR1 a mm Ivr olalTy.l U 5 JOB NO 08896 85 04 LY Ng 6n o=� £'&a Gffi ek bs�im :g TABLE OF DIMENSIONS N REINFORCING STEEL TABREI0 0031:*ALL WING DIMENSION CALCULATIONS: 0 sx9 (Winds for One SYrlt= End) 72 -Wings) Formulas. I I value. era In Frrtt Q . duan }0000 kt,,,,'r oee Bar Slze N Spa tl At diecharae end, anter may be 94'. plmOne Ions Re Iniac n9 ft 01 6 - -0" H C L 11. 1St., 4- Casino for Ty PW- O For 1,5.' Skew - p. J2 1 r oIt (�a all ll 02 6 - -o- A n 5 e P - d N > . =(1:-`0.5.1 Co91ne94arry PW-2anr8v<9' 0 45• sx.w - 3" He qnt W N Y Z s re s Pelnf Cant Relnf rt,(CY/F11 Conc f ° 3 -0• (Stlf .en. f shown are for iwo Typo PN -1 rin0ei ° iFfl ([Y ,,,i 8 r6 8' 'i4 a Caet-implaea a1IUI lenftriee r [1w s ae ne L 1 co.,.C 1 6 concrete vare for T,pe PW -2 winG.. d9ltIpIne for two w4n05,° 0 L o uENGINEE�►N RING s. -.- JE= -_- -.- - BARS D1 IY Tp I rr.: h t4b11etl 0mi1tiea In.lrlplYY 1 p br Lr. 0110nrhtlea mown do not lnalude welpnt of 3'-0" 2'-10" 10• I - 0" T" -0" 9 1'-0' 19.88 0.462 6. Bs 0 oil V a - t 0 r [fNl U • IN - it 1055')] S Coe ne B T tal Dingwall Area(Two WI.. - FI Bae D. 8 3'-]" 2'-10" 10' 1 - 0" i' r1 I'-0" .9 1'-0' SI. SY 0.162 fi.03 0.071 0• for Ty PN -I Lw; f for r Ty PM -2 and a 9 c' Q provl�epw^ plea for Hw S '7171 e0n01es E 5" " j•- 2- 1'- 2• I a^ o' 0.532 TABLE a • at(WI W1 1.5 SF for T an He 9 y - wltlt ...;°•;.°2,`10°,.'-,T.'1°`. © 8 4. <'-6" s o" ]'- 2" 3•- 9^ I•- 2. i• 1 - 0" 2• i• l• < 1'-p" 0" 9 0• 4 1'-0• 9 0' 56.13 ]9.11 63.9s 0.568 o .632 fi. 85 6.% O.pit O. pls TOEWALL REINFORCING New Extend Bore El I'-8" mtnimun Into the rirpw411 Ina Iwlom of 5'-6" ]'- 8" 1'- l• I - 2 i x4 1'-0" e4 1'-0' 61.16 0.668 6.% 0.015 J..O. Lt w'n0°eO9oi1 Ba M I' I 1 Len f , Lw re 1 -6• m n nun ri to Bore Mz. €: � _ _ _ _ _ _ .4 Lim 5L11 Culvert i wail Onoar a C0lver1lspm�i9 ® B4r0 G 090411, a O140411m t P Cnannal SlopaarZ3lo. lHor izcntall 1 Prcvla oh to it Bora t BARS 02 9.rh,ea . ah m. 0009 r 0" Bpi e'-0" s'- 6" 2'- �• - e' I S 1 e5 6' 9.0 8.03 085 B invert CD min 10 5'-0• ans. Eetim0hed curbrhelehta are $ •Y e'_6" 5'_ 6" 2'_ 0' I _ B' .S x3 6. 199.91 0- °xev� 1 t 0 a 4 i end U 4101049. e x culvert a on ar for S. H, Shawn elm... '41IB bcloyne. For ail. our. f017er Te4n i'-0•. r 010 for app 'L arm00,a. e wt1T 76 Oritlpe roll 6 -CM YG S 'Z'-8_ 1,_ B: 3: -I9_ Z. -18' t to: 416 8' 418 8°, t30. 91 1•g38 9. i1 0.190 o4Mto honF g,arr4ar01 eRRL1=ealac roll. - 5B I] -6- 8•- 2'. 10. - o , 3,- 2. 5.1 _ 2' 1' se 6, s6 6^ ]IB.tt 432.94 1.801 2.046 10.02 10.30 0.186 0.216 -� w N 0 O R 4- ehlole be sofe1y, 30e following requirement. 1iI - i5rl 6 o -i8 s 11 4.-10. 5 o 3 - J 11 - 1 l r9 6 e sl 6 489.52 606.13 2.]02 z.406 I 11. a1 0.253 0.ne -I De BAR5 JI BARS J2 BARS J] BARS V RI ear W O1 - Fa et wittwt brldpe roll, curbs mere then 3 arnet actlr� *• 4 J pueverh III Nd118 1 gradeei ifn 01-10. r bul10 00(0 ' an :imures .1th 0 o curb. y3 Lw CFlele Bend as needed. Lr J �41� au l0ilta0 Nr caaearr T �� uiremeF0: FF wllt°be In 83 '8; Exien Bas G \�� iD 3'-0" Erten Bars G 01 -�� 0110wed fniedmafxma alpnaotiono�l l zWInewalI E` -o" GQB F TYp1 ry r 01 \`l- 6'-. Q F A IiYpl be far song woll Q/ O 1 e etsiaoe s 2 •feyPnegee ,0 C etc110 2P e. e;e •, \`M. ■\.11. N. 1. M.I� !!��'"� N. m. P�� SECTION C -C l-D•44anNw<9 x__191 ��.6_ g���\ �el 91 i■_s� p s" fa Hw<,. Wx�x y .. i D ti 3F_+ Caehl 11111 gill I-:___ 3• WpleQS r F, CasT 11,1,1 Immo/ 3• ey»7. :r O Dl GENERALOMOTESe ]�.a = T3 ° _5 h••••�•�• -•_ ��, •_••_•�_••_ -•_ IY000, ,.� with AASHTp �pBrla9e Ido Minl L Barl J1 °e Prov. Clu::�"Concrete Pt.3600 Ir 1a�a11=311 EIr?Ilx�il'ACCCCFaIlIMIZI Rein einP0l (001. psi o<,E DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) Je !SEEM' :i■■■■■■ni■■j..��: I� Fx© Jx :aH■■u■■ni■■i..��: T all / IGOY"Min cla Icwer to reinforcing steel. .®�/ o= •4 usr Waq tl1. Pn au'vert0 ,7 be t� "Ie eP. m PJ PARTIAL Mi ELEVATION �O- Mx Jl - PW -1 L u Ei pJ PARTIAL e...1.,:-.4) Mx JT ELEVATION - PW -2 -1 n an as ra.x..�n _ �d bb ll l'o' W Owal1 l Ningval I See B�eMa. eeriM�r ngral type aM ad0l+lanal B '/B' dlTheOplanhl rieaar catwi rete an0 rei}harcin0 Steel SECTION C -C ui^rl e..Z.rai 'aima°OLotio,','cmr. to etare (2' % (Po laeMaY it l H M (/0�l s DESIGNER NOTES. sluwlyerr uSeeppNr'raiii0 IS to . for fl applications'lO°�f4x011.r itatime without a roil,. mounted to thewing., - u ; BWii GO° �'X ' -: Lw Ouanfiri ea Lw aoantiilee �/�artet �M►rhel Op.* orDanrAorlsBo1 Imo �I con..:BRBRBRBRBRB.4i1��� CONCRETE WINGWALLS J J2 ne It °. �� ����� WITH PARALLEL WINGS FOR �rL�, __ r. Lr w BOX CULVERTS E1 P -, fl �, ll r�F_��. ' z• `l E, 01414,, sx9. Tae of Stapr PAN `a dm aultwl PLAN L °Iona tome '(re •��• TYPES PW -I AND PW -2 +1= M. Ta. of Slap. PW W DETAILS FOR DE TA I L 5 FOR SECTION A -A SECTION B -B NON -SKEWED BOX CULVERTS SKEWED BOX CULVERTS ��r°Km1 m m0 1"... I. .0, ... 3 (Shosi 9611191411171 (Showing W na Nein, (Snowing 30 5xew1 n.,.,r.... mr E • c Aa u� 02:Ji� tom n a ipa E. TABLE OF DIMENSIONS & REINFORCING STEEL IWtnQO for One Structure Emil TABLE 0 WINGWALL REINFORC NG WING DIMENSION CALCULATIONS. Olmena�one ar«aa a Relni np Enol . . l' Ovmi.r las ar 80 12-WIngol Slze annul are in Feet/ T a pi Egeno Bars P 3'-0" minlmm Into [scoters slat, of Box Nivert. Abxleun o e ft Ba a Je Oar fe of rtP Win001° L as _ - _ - • R.• • 011 .130'3 O cover to .r as neeeesarytwe to min.., I/ • clear ma 4enmoxnlo a Omsove700 M xel Ont x 600 G'r 5pe Car:: 8 Ponnes,' Lr vFarl CantO6n-Inculvert6: 0 18.1111. eased onen Winn° 11.(011* or tltieanfor tvo n" ,s'r4 TY the TaCuloted _ n n 10/Ff ILDIFoI [CvrFt) y 4 Liv 110 r value: DY Lw. o Q uENGINEE�►N RING ?=_ ._ 2'-6' 3•-0. 2'- 5' 2'- 5. ."- 0' 1•- 0• 9' 9' 7 -0• 4 I.,. i'-0" 1'-0" 33.13 17.07 0 248 0.161 P R a4 eS - _ Fat Precont culverts: - O Reoomnen0 0 wluee of Slope ore: 2:1, 3:1, 4:1, 4 6:1. v -0° Total Owll Area ITw p - S.F.I•lxe a 0.333) ILwl• r 0 Nn ex 'on 6 €E s - 2 - s - - - o.33a a EST CNLVER 1005404.E MATED on tnire°e'on i ems eotool piophhe5funseea e pions green 0wlacre0 by o Enpineer,rma 6f '' ] - ' '- ' '- OUANT173 5 have de 20 -8• deep reinforced x4. • Sidene a tosrall 01011^ alI *den 00'x0 to 0 I or Slof 0 ope RaiQe1o1 ik izontal.l verticall x Bar S'2e .. S. : LLrlveta aTcto.laii ground, riorOD rthe Mee Imetal^° ll Into the -.sal I: extending ii construction [ - 7'-0' - ] - " a' ' - '- 9' - I - J' ' - i'-0' -O. v9 - 5.77 0.411 G . N wooer Culvert Spans 2% \ lelera „r °rooked lointe, tented to the aireeinen N 1 extend xrosee One full dlaronce the T�6 >?r§ i i'::°,°:: E e aoollca5le sox culvert erandard tar N, s, T, 2'-0• r .trope or et r OfODDr rT 0120.. When ixEOLT 0'-0. 4 - B• 2'- 3. 1'- 9• B" a4 6• s5 4 6" Bt.25 0.535 Cm <"".l 0.0]7 m U values. \ ]0• Iprop 1 ro 1 oer a in SER[ON B -61w111 , t 0: reprfra0. sE 0'•0" '-c" 5'- 2' 5'- 8. 2"• 6" 1'- 9" 2'• O. t'- 1• 8" 8" 6• afi 6• 4 6" s5 6" 97.15 133.65 O. Seo 0.634 0 At Con ': option, Culvert Toewali eny ee ended Ee[ 3'-0" e - B• 3'- I" T'- 9• 1" 7 6• v5 6" 178.60 0.858 BARS D n gara°Winp 011 T sroely A07aet rsinforcinO irx ins a a rmws z[g 4'-c" i - 2• ]'- 6" 3'- 0' I'-10" w8 6• v5 6" 216. TB 0.959 OT 0"vmin To 5'-0" ewx. EatImoted cur MIgras ar s ..whets in rhe plana. r with peoeei Ian bicyclea fo EC , rolleoruo unastotte i6 Cn*1'-Oral er e e r il, TS oreferoto PAC Pse . d Eg O Q Finl [Raxwcy he0 0 6.0001 n other *hat standard. deorollampeneof;mfa fid OB Fd w c a e r urD eignte on wa ne( da 6.6 eeallowed le. *Y tore* wil will allowed m nIs work. work. Wl BARS R @$ It��11\. CanP St carlmr at="r -�'€ •'AN■■'`_ pe perpndfaul ar tD RdryO - �IIIIIII3ee ra r mfi eT.a ;zPx J!!!t' L« M INSIDE ELEVATION 6• �rlpe e a� +hillre.O Tae BARS Q ,4 -' ----'_=, Detigad a +0 AASHTO J. at,ma.Ali may be used in ,eu of J.-apconcreteunlessrated end 060.1 hove o -� #102.1^:6090870 oeJustedtoprovide Ale o<,E DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) I�1.—°".I 8 8 Y. woe or d w TSer°x011p einiorcino not alirnmrror ce �Ilrr*I Y ♦ LAmsions.l e11 et u culverts and direCted byture .6 oundee on reduced °fseemetl me`°ela x r Y ISWv rp `( = n e . ataletitlesrfor m,.:ne.f Dra 2 BARS L BARS J2 lmut0M09010, . 1M0,roifo0Oun .m y li F NI 0 ROO ° Po O Bottom I „IL,/ •kIPIA t�Peoncira`r L �_ Ica R.,erma,eaCulvert �h, b ° '4 `` N. Now ceNerorNsf OfTen•If[swNwt Jr6II! Y� p .t ' �.\�I`�� E S CONCRETEFLARE WIINGS ., Eom n :mat `� .IT 4 P F �` C./'' �,���� L �I ar �' k �` ', R V �\ FOOTING \�`•1 dz 4 1 ,„117 1 N WITH FLARED WINGS FOR FOR 0" SKEW BOX CULVERTS WINOWALL AND TOEWALL ue.:011 - calker: T 6 wIn°we11 7aeral fi• FW -0 CORNER DETAILS afar �ee,ea w. �' no SECTION A -A SECTION B B® I*Oul7ert antl 3'.. � tern orcrnp np ,%:;',10;°:z1,,,., , •'-r'•+» m Unit Length Varies PIPE TTI4r 1A MINIMUM 010 0.0. RETNIRT=S MAXIMUM .„.,,,,,t, lfENOTII PIPE RUNNERS ..U.. PIPE REOUIREO RUNNER SIZES U.E. JOB NO. 08896.85.04 S 24. Max Pi%ipe Eq Spa ct 24. Mom 0 I.D. 7111CfNESS 0.0. TAPERED ,,,, mmmt SL°'•E Z. SING.E MIALE O lSlfa'freetry r 1 I 1 , ® Cement stabilifea heading and bachfill smal I be , accordance with the Item, fExcavation and 12" 2. 16. 16. 0.07 CIRC. 6:1 p, -0. No T;,,,g; 3. STD 3.500. 3.066. 00 170161 I 1, required, -m-I Backfill for Structures.. Bedding and ...fill shal I be considered subsidiary to the Item .Scifety End Treatment.% When concrete ',prep IS. 2 A' ,o Yo. lo.. o. 07 C IRC. 611 5' -6" . jr;,YZ; I is SpeCified arOund the Safety End Treatment hockfi 1 I shall be OS directed by Engineer. ' . 2 URBAN [� ENGINEERING 1 ff 5f 2''. '01 (311SI:E'rSilli7?hiRZietFininT;TgrrrETt7.1: l El" 2 Ye. 23. 21 Vz. 0.07 CIRC. 6:1 7-3 No T.,:4:rk 3. STD 3.500. 3.068. • 'e. '.' fa Clear distanCe between pip.. Shal I be adjusted 0deo provifr' the minimum distance between of:7, 3.. STD 3.500' 3. 066. i 6 1 c • ment . 2 SOfetY enn treet, 30. 3 Vz. 32. 31. 0.18 CIRC. 6:1 12,' . 1 feS 4. STD a.soo. .1.026. PLAN VIEW - 12" THRU 24" 42. 4 'h. 51" 41 Yo" 0.0600101. 6:1 18' -7. Yes 'it .13 .0; '. 0 ?TeO7O r f F . a ". , .2 Safety Pipe Runner = 'tlg";r7F5i,E„A e 0 ° ° :0° ° . - R E Z. - GENERAL NOTES: Precast safety for TYPE II When Preoasf to mitered RCP, the plans. Synthetic List OA,/ rmoy n0leSS nOted All precost with Item 'Reinforced Specification Precast end end treatment Safety Riprop fibers listed be used ef0ermiSe. concrete C-76, treatment o$ End 1,ot:rent will on M lien end sections Concrete Class III, for reinforce] specified in , used not be required the .Tibers of steel snoll Pp," and Wall 9 for be concrete Itere .Scifety an C Controctor's JnIess noted for Concrete.' reinforcing be manufactured in accordance ci-culor pipe. pipe End ireotment... otrierwiSe Materiel , riprop in with may he LIBee olterncte On Producer concrete accordance ASTM eoncrete end Sections shall provided with o Spigot or 0 bell end for convotihil ,y to upstream or doonstrean end conditions Wall Thickness mn, with suffioient annular SpaCe 1.0 0110w fOr mortar, co! a apo,iea asphalt INSTALLATION DETAIL FOR joint CarePettred or pre -formed plastic gasket material. SAFETY PIPE RUNNERS meth«. , I in ing shal I be moo.," by ,ha oCnUf000,er for e0se of 0. ing, unloading ond.instaliation. ....,,b LONG I TUDINAL ELEVAT ION - 12" THRU 24" ,If required: :0g=:Zie gry'R=0K7I'Ml::%4 223'2"'92o= gelL2? Or " Y'''' Roadside Parallel -Drainage Structures., 'Texas Transportation Institute, . hlIffth • m triCA 4=:'; P1"0 A N. Oalvonioed Steel Bolts Or 0r=T.TA2TM Mo°70,1 Ellt.r:LTP-2fASTM A53 1 TY"E r with Wosh!rs ond Inserts All steel components except reinforcing, soul I be ,01VOriZed after ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TxDOT S.E.T. PSET-RP , -1.-_______. r-TS(',L1;lire Runner fabricction. Colvcniming dcmoged during frefsporf shor COneet,,-,0a all be repaired in accordance with the specifications. ! f ).KeTAr'0.°7° • . - .3 . . • •w1J (...--ne .s. L OPTION A V Pi pe O. 0. Wnimum ,12., '20 I I 0 01061 06 6. Min Milr W1=117:efrOia/ 0 0 'i" 4- Ai. Golvani2ed Steel Bolts with washers one In8erts V` ' trifr- , t= "ha. DePS.ove0MOM'fieoVerMern - x -° r PRECAST SAFETY END TREATMENT • , 970 OPTION B Min, TYPE II - PARALLEL DRAINAGE END DETAILS FOR INSTALLATION PSET-RP SECTION A -A MULTIPLE PIPE INSTALLATION OF SAFETY PIPE RUNNERS ,,, 010010001 -00061 10 1*7 Ilf required) ..,.... s=f=21,,s0.00,,,,,,,,...s..,..s.,,-,.....,,,,,, G d Nu _�§ g�� �_i ace are ,n Feet, oBar, J w C Eg sac gwai Lw Mw - . ) ,SL, r-/) St culverts:F. Cost -in-place © y� _lir, ( � Aft - 00 1..51. N-11 10.500 Tprpl o f ti l ENGINEERING ■■�� clear "'e P,pes, • «o tae, Pipe _ ILO IN Total ILiM lAt.00g 111.°6;6J- q 666 „ ,_„ e �■■■■ w ■�■.. —51�Total II'� N1.«, '\Soddle mIUi b above top of Top Ei. Ill I Ill III illphillitill , "—Flow 1 ''- Lw . Length of Wingwol, E� Lc il O .cnornS . Clear Span of ecch Barrel IRatio See applicable aax Culvert standard far x. 5.ISOMETRIC TYPICAL WINGWALL ELEVATION q VIEW OF TYPICAL INSTALLATION GENERAL NOTES, .5 Cross Pipes not shown for Clarity) ISnow,ng Bolted Anchor Option) { A w to AASNTO LRFO nd atments shown herein ore vehicles hose installations where out like, 'iv, 5 u eee�^o Precas�■■ of control ore r or to se uwerr G 0 --_ vert of Guwer+ a 1111 Research Report 280-2F, .Sofety Ment Of ag Yliil — MI � O Roadside Paral .1 -Drainage a Texas �Tronsportation Institute, March i9B� hove °e ..... - J FIN, sr of 3600 psi. Culvert necessary to 'Cils::::resort R Provide o minimum clear cover of 1 :w Tril The quantities for concrete, orcing steel, :1[1:: ::ipeAs.'' J • � J � � R 1���I eaPo 0 i O9wol1 IMw /'s rase B�. T 5G r�irea NATE DESCRIPTION BVENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE _ (BOND 2014) FO Iya II iill p. G orq�ll a or F Pi .�=ith All steel coamonents, except the I�I ■ Z� - liy I 6I accorrete in the SpecificationS. AT TOP OF AT TOP OF AT OUTSIDE Fuailawn0th r a ,t,onol EXTERIOR WINGWALL INTERIOR WINGWALL OF BOTTOM SLAB AT INTERIOR WINGWALL de Sear La=mmiiR_____ •_ IC st-,n-Place Calvert) ICaat-in-Place Calvert, (Cast -,n -Place Culvert, , ecaet Cwve t, °s° B1 w,_--0" c PLAN VIEWS OF CORNER DETAILS T as recasst , construction of the e``r`c"°b1 ax SECTION A -A 'Snows (Pine RUMere not shown tar clor,rr c'"' Q slope bill Ee 6.1 or flatter. 2 TABLE OF REINFORCING BAR SIZES A SPACING Q o - eignrn a q mores roller roan i -o , efer ro Bco srmaara. SHEET 1 OF _• ,Wvx aeparenrentol ilanapwbWon MIL n m - SAFETY END TREATMENT - � Mox ti'+no neckneesesrq no lonaii . mode in r't'es FOR BOX CULVERTS 1111111121 • ensarion moi a ai lowed. onges will dna odd ir (MAXIMUM MN, = 7'-O") O For VehiCle Safety, curbs shall project ore than 3. TYPE 1 - PARALLEL DRAINAGE z o • • mo reduCesar,m I� essary, to meet these requirements. No changes 11 De Made , onal o additi and ry 10. Max 11 e allowedfor this warty.S SETB-PD _ e O For Culverts with C 0., the precast culvert reinforcing "- I`" J. l i oz BARS BASK BARS R R •0 shown . 1. may extend 1'-0" iignim.im into �,por aw :«J" J (Length a -s the w gwol necti on Oera, on the SCP -M0 standard.010l 0 and uw, or: LE JOB NO. 088.85. 2 c 1 S A REQUIRED PIPE SIZES() STANDARD PIPE SIZES c'''greTE'4FD2: !V2! First Pipe 3 E"," STD 2 1/4" STD 2 Eiz. STD 2.075" 2.469i Cross " 47(88D.. ttHfoooi 22pv0"re ..i "f Dst 006Pi003si...p 424867... .oh SSCiTTSrrDDTos R URBAN ti 1 ENGINEERING 4 ii''''''', '''.,=q;' T%=Cro„s1/2 Il. SI, -%2f1g"7It i, •• Dia , s P i er71a...005l piecrle56 nsosSStfTTeaDD s Proi445ps...es055 TZ oe r mtusic345t e oSSftTToDDtp heof ft3irh5AYse."zt tlyla. tioT45nh"'. e PART PLAN SECTION C -C be placed ot no more than 6.' above the flow I Me. The third Pipe from the 4iT''' SS: iilr-i' Q i I I Top of I 0 Cross ottom of th Culvert shall alwayS be inStalled using o bolted cornect on. Core shall OPTIONAL ANCHOR BAR DETAILS be taken to ensure thot concre e does not flove into this Cross Pipe So as to permit di s ssemb I y of he bolted qi! gif i Cross I i Pipe connection to al .w cleonout a ceEse 0 CrosS Pipes and Sleeve Pipes lif required/ shall be os ' =w3 Trorgg Ir.' "P" f'r Wingwal 1 iX'i i't'O': i-gi o'ili>%ei 0 tie Contractor's opt iOn. the Cr ss Pipe may be continuous or sizei across the Inside Wingwalls. If Euch option . selected, the Sleeve Pipe shall be oinitt a and a % ' a i meter through . i_ Mole mOde in the Cross Pipe to acoept the nchor bolt at the centerline of each Interio Wingwall. .21 Saddle Pipe . VI Stcll-----+ reiZ I details and shall be .cluded in the Price Bid for Safety End Treatment. Such Reprop sh II be concr te Riprap in TYPICAL WINGWALL INSIDE ELEVATION 0,, accordance with itiiiio 432, 1 IShowing mstallat,on of Cross Pipes/ SLEEVE PIPE DETAILS® t .. Rioro di P • • SECTION THROUGH INSTALLATION OF TYPICAL FULL CROSS PIPE NATE DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) ii4A r6TIO eiTIPOLI'InUfeTITAVTI71 grIV;') VirR Jr° c'gT; Awnaebi?.Ti! i 18" Riorol-'@ social. Pio. Spe0 + coddle Pipe Spa - Fq Spa of 2'-'9. Max 1 Saddle Pipe Spa - Eq Spa Of 2.-9'. Eo Spa at 2.-9" Mow t 14,. Dia 7 ro Oh I .1._ C Inc" oio „rouor, of Wingwal I ITypl rfSi'x'I'T FIS1 '12'P'6:IT,' eiSrsi?I'iti71'n'lopTVU Hex Hot, b Posher —+! SHEET 2 OF 2 Saddle 1 I 1, re() Et3Vxd.5'Sq'M .4'.. ,tkraartepartmentottlanaportation SZ.Itten Standard I I.— C Outside i Wing,. 1 y I.•—t. Mai. i 1 wingwoll 1 : L— t Inside i ! Wingwoil i SAFETY END TREATMENT I II SECTION THROUGH INSTALLATION OF 3 V2. FIRST CROSS PIPE FOR BOX CULVERTS (MAXIMUM HS, = 7-O)Toew TYPE I — PARALLEL DRAINAGE OUTSIDE CULVERT BARREL PITH OUTSIDE CULVERT BARREL OPTIONAL ANCHOR BARS I RIPRAP WITH BOLTED ANCHOR INSIDE CULVERT BARREL SETB-PD CROSS PIPE INSTALLATION DETAILS CR.Or setwq 2010 4., ., . '''‘'.'==ainsoomoupsoes.seso4sovr,crry s- r AND ...p o DE- rioLsem ,,. r..i.,.,,, .r, .• .. - .,,,,. lo« u.r. roe ma. oaeesss.w ons 12 VAWATTIE ,707EN'Aill= OFT ons cas cas -« o« ons GAS cns cns ns cas. cns � mlPwc" au[ry, Q �e a vans IN TILEsor' eoT66„ .AND „EMMEN "rcw we "CLE p e o °1G� O� WPE s STAg,5 0 E� 4, I C URBAN L ENGINEERING EISTD G FINIS JOSS a1 o m % 0 a. 1 Y4 a� £ ... ,-n 15 „ "" 15 OO 10 i 0 BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) WATER, WASTEWATER, AND MIS (0+00 TO 5+00) O O O b ap, a=, 1- a co J U ui o a o PROFILE VIEW ,O+OD 1+00 2+05 3+02 4+02 5+OD j s •. _ OM - ata - _ 3DNACT BE PUMPING PLANSE''"'""-- cry, a LANDS IN THE suttee BETWEEN THE c,as ® u.r. roe ma. oaeesss.w 1111111111E1111111 Mr' 5 ADA,APEROPIL,D DP, AND Lac,. 1. 4ET®� ,.: as t' 3S e<s— eas '� Teems uus ee coesorvnno w,n DiNu ROPrglIS PULL BOWES SHALL BE BRANDED Bg MIS DEPARTLIEN I C URBAN L ENGINEERING -t . ENNIS JOSLIN RD _ S mis== - - III o 1101 iti- winffloems®■.� — A 15 ewes„ n = ee.x... w..ro. 40 --------------- riaftr— :_ BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) WATER, WASTEWATER, AND MIS (5+00 TO 10+00) i Lima s /.I — — o a 5 00 6+00 7+00 8+00 9+00 10 00 0.C. JOB �ooaass04 -4. i �"-"sa 3. ALL STUBS SHALL EXTEND 2. HIM. PENNI) THE 2° XYL`STL=B=MTCHEILL=LN SHALL BE AUG. . . THAT THE NA. CO. LANDS IN THE POE. BETA. THE CYCLE ® ti4 p ,,,. «BANE= _ PI..BYALS EP. E., M-M-. M-M-M— —•• - M—M " _ 4 . �_ I C URBAN L ENGINEERING a I. a ,o�,o,a„mew, `oak „�xo�,. 50 20 10 0 PLLIC ATP s �a4 d$ _— _ _ � BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) WATER, WASTEWATER, AND MIS (10+00 TO 15+00) I � II 1a- i�"a�a:ok. T� /� /lll�/1//1f/1f��®�%� TjTJ L '/ ,%rr /(;.gyp r®z• JJJj //�jr%t/Ll�� ��� �®, a_ 9�� 0 5 5 _ Z J 0 0 PROFIL VIEW u ,,,g1a+00 ;mss 11000 12000 15000 na - 14000 15000 i PUMPING SO �awa i ti® ��JoeNooaasso4 e�=e� f . s i[aus uus ac COORDINATED wn,x a ..5.°P68. • 1— 1.--",, -�g� : r N I C URBAN L ENGINEERING . F co 0 . U s U F; . Z�„e "5' '.5 AIL Ari5-' 30 so lo oP. 15 ir s s: ittp 10 BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) WATER, WASTEWATER, AND MIS (15+00 TO 20+00) rzii , :°°i iii/ 1 o ; A ;TA s W Z 1 8 U ® ® X O 1,. 1! o 5 _ 1 PRsFILE VIEW Egas ,,a15 00 16000 17+00 18+00 10+00 20 00 „ THAT T„ „EVE MEP LW, IN , 6„„F BETWEEN T„ CYCLE 5 ADAL,PPROMILIATE DIP, AND LOCATION ®U E JOB NO 08. 8504 so-mw-,s.MIS DEPARTMENT R R-55R—R—R—R—R—n—„—„—„IIIIIIIIEIIIIIIIIIIIIIIb — —SSS M,mw-HI.o, AMU I�� ENNI J•1''IP N I C URBAN L ENGINEERING U� U 'fie — —.,_ ..--1.-- _ ,�—.a M,. .,� .,� e„vxxaw�„ „„„, #�.' rxiKeo�,onx�xo w�1� a E --' WIM as - _--- `ice 5�� - �t — E■ _ BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) WATER, WASTEWATER, AND MIS (20+00 TO 25+00) i%%� i �■ 11 �� a �■ U W �■ 11 �■ 1® U —■ 1 -- U •,u, 1® J �_■ , a 11 NN— ,-a° 11 -- 21+00 u.m�;sS, 22+00 23+00 24+00 tea,. 25 00 xE,rvG3 ALL STUBS DOLL EXTEND .2. MINITIUM BEYOND. AVEMEM Tl'IMMte=CLrTRZRINnIDLETALIO 'AT ® ��.�oe�ooa s.x4 4 MOS ,ALL BE ALIGNED ..__- LOCATION Erv, oE,nm cAD wai[pul a°w Mun eE waouam w,x MAL c =.c �� 9 - - a / T. ao • I C URBAN L ENGINEERING TON ooLL oor :,o„,„o� ,�,� aa. �o �o ,o o Eo ary °F. 20-0„0. ,... oao.,o�, 0000. �, soss. GRA.M.VCALE --- _---- amara. --- x:,00:�Ewouxo. Tu it n/ G� � i 7 o © ®® ® 10 �Z ///,' 1 BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) WATER, WASTEWATER, AND MIS (25+00 TO 30+00) NI a i- at_ 1- s u� m J 0 F 0 1 r}4a ” • 1 7 ,25 7 00 28+00 27+00 m 28+00 29+00 ,---=:'g-7' 30 —7 00 U [. doe Na. 088,6 B5 oa s e N=;F ms.=.x F xi�n • r�i answ_1 �. E ' NIS t' SLIN ,,RD. I C URBAN L ENGINEERING — __.+-� n s°—mss s, s so v w �f .. u�_ 1 w w w � , � i1=L SMS .,fie -- ;�o- -- - -- -- -- -- - -- «re,xxre,M9�rvxx�1..4o D� BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) WATER, WASTEWATER, AND MIS (30+00 TO 35+00) 4:.1 'MIA Ar/®i A< ��xtsauo eeia evuoeanret as ��T- �" Gle2=dm d2=�7��� SECTION A—Aax �II„_ ` rva=EL m�r 00 xP,rv=40 rvrvr xr 0000 EvEruarzogE .SFo-m�rere sod �anxxrerre'rexx'r ,r 11 Mrrrrorvsxx��a r o9 ` iaoc'PSECTION rvew sw.wry stere B-13 p alas cr°worvu reP 0 2 _ ,.p+'. .5763x 40 Ery oeaP sexc,uers �r oreeIS sxnu ar uravrto m 11 sxrvB s R ON, cross n cnrrcws s Tsar iii ,w rvasa yes- x' xvr ua seas ar nserr NO s MANHOLES CREPTER THAN IR IN Sas T'L ra x ��� \ \ ano rennrva snnrr ee I6 o0o re omwsic wxrn rano �arvs. wry A a AUTA e�ouieaEMs. tOF n, ega=. PROFILE VIEW DOGHOUSE MANHOLE DETAIL ,,,,wi0 00 31+00 UC. Boa No O..85. IA AL Annonumrom No=,non y\:.f 1� _ \ M 10 1010 10 ,w„reg. w„a ,ire 10 ,,, ,.,,,reare' ng41., II wo-rewre,00-, 5.1%-, M, IEURBAN ENGINEERING . ��a�uau aaa�,,.,,, ,.,,,.,ow 5 reare�'a, 5 I_ 5 5 5 G_ �s.s. wuEci a Gm".. WATER SECTION Zig WATER SECTION `baa WATER SECTION Aa 5 ,- ,Ere,_ VP -5 5 s.a, - KR,. 42, -5-5 sc T - �re�. -5 0+00 0400 0+00 fig ' a,a., BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) WATER LATERALS Z -W AND MIS DETAILS ��are o -n ,l 10PA 1010 /000'04a0,o-0 in& UNPAVED AREAS fre�I6�re�I6 PAYED �E, „wre,�re.rea� w.,Wrere,.� LEM -_ I„II±III �GAS aNaoaETIfIl'TEato GP m,o 111E111=11'1 1E111 M s IWI A� 1 s s =-111=1-111 ,HE'T - nr of _=__1 IIIIIIIIIF ,,ore _ mATER,.°.�,,7„,«IIIII- ai_I wn'"""""s”'Tare NOTES FOR BAWL TABLE 1 al SHEET B1- — .•k��+A•zc2�o IHEIHHIF — — — — - —_ 11 _ _ - _= EIll 4 MINIMUM BEDDING MEETING REOLAREMENTS SET 0 m _ _ agra 0 0SS ILINE C, w<,Ere s,ETIIonreo,00rM wa, - CR Ci CORP. CHRISTI STORM ALLEore rere,EWE Flx. PULL -6-P-LJL fl.6) '5'.. TNEa' TRENCH re BACKFILL FOR FIBER rere„ 'IMPFax ,ROVEMENTS OPTIC (NIS) LINES WATER SECTION ..A GAS SECTION STA 18+23 _ �r�a �E + ,.mm�mv, ,400,000„0,.+64.0,o,,,,,,,,,„, -.4f., 0 0.,.,.,..,. re. -,re. ,ms _ 6,0 0+00w Ax ASTEWATER SECTION A uW'STEWATE" SECTION B WASTEWATER SECTION C UE.JOB NOOS. 85.04 ailiqre. ( -- i - -7 F' --.'11191111 ®j' , 0-1 MEW / •:: %, -..1_1111M10 — 10 10 tlZEl®Na „ I \ MEELNIM ,..,`2,7.P,7----1 I■I 1 �� ■1 i= \ IEURBAN ENGINEERING :INEM —■1__— MIMI _In: __— .= a . LMI 5 ° I.: 5 PGsxsosL 5 ■1 _■1__— MRLue _■1��— 0®�_1I�o 0 o m ®.� , 0 I_ m = = �M I_ - �El nR tlI_ 0+00 0+00 0+00 = • cutigPG::� �yg r+e' E 4aWASTEWATER SECTION F eWA >D ///////' . 9ar VER. '. BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) WASTEWATER LATERALS ID NT[gaToPaT ID ID ID 10 36' RC "a / N 5 5\ y 1® -F , a�_� 5 -5 -5 -5 -5 -5 0+00 0+00 0.-- U.C. JOB NO. 08896.85. 4 • i I 2,07 4 6" 6 1 NOM LENSED MIN, 66 - -74 =1 'i-' -,- ,.." ,, , -, -.: po• 7,1,0 t ''C''' ,t- --------- "D" 0 ..0., Ili 7 p " I BARS 4_ BARS . II .11MI #9 BARS „ REOV C , ! E ; 10A0. 811W 2 ;MIN= NLET SHALL SE DE''' ATE' ' "E W IMEMM= Fr711 111,....IN ...1.41 ---- IE URBAN ENGINEERING a, IT STANDARD CURB INLE STEEL SCHEDULE LS V,S WI \WI is esss aissoto, V4L7SEIg.rD 'Sr S.'S ND REDIDDLENDID ZZZ,r5g," ,..-= ,-,,A -A .res Tr" DAPS 4C6 .res r. DAPS '6" PAPS 20 6 EDP N. ' ") „,...Ak4 V rra4siit V-MIVr PLAN OE S' STANDARD INLET PLAN OF POST INLET NOT TO SGLE NOT TO SCALE ,. CONTRACTOR 70 PROVIDE A, ; ,.2" DOWELS g , 0., BENDINC 57„,„r sTRA,C347 sr", SEC DST STRAe„a sX",wtgl, WHERE PROP. SIDEIYAL, ABUTS INLET. (NO SEPARATE PAYMENT) ZL'E",s=7 . . - 0.a 4 B7 2, 6 OM MAK MP 10 - 6, INDMES Mr BEND 2,22, .. TM,. CONC. APRON Ni/#3 BARS i ;126 MMEVE 4 662 DE,,, (.3. IR=TNE'LUSH 21. iimim 3, — a • ,,, 4,„k DDSS Fl, (66, ' -- A o sa7sfp - , CONTOUR BOTIOM OF INLET -T ' 2V W.7 H-Ati'D'ALINC HOLE ,. m rrcreVsr7niVis I. 0,332E3 „EE ,2 3242 2,3E0202 " / . titir , CONSTRUCTION JOINT Wino., 107.1111111".. PL4N VIEW GRATE BLOCK Ir - 41 I l'" s FLEf.iESIIE' SECTIOND-B 34 lr 22,3 2, 2,323 ' , ga.Z77/2/ CIESCRI"ON ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI STORM WATER STANDARD DETAILS 1 OF 3 - „,,,,,„„ T --I I- z- 26 62" -V'TV-ZiVViVOL Vs" iiim. 11, 1.17F/A - 367_ IMMI. ' ' PICKSLOT DETAIL ' 72_ 1.._ ISE, JON, 6 OPOON. 6 —E---k—__F 22 N/44 _..1 E.- 0.EN„ coLLAR , 23 3/ 22 2,3 2 SECTION A -A .1, STACKING LUGS N'T Te "'LE GRATE SECTION RING SECTION PLAN OF STANDARD CRATE INLET a", 6. ,„NsITION 1 ""' 1 TRANSITION 7.; f.' CITY STANDARD INLET ANL, SIDEWALK '' .7Z7,LV ' . '777i-Irs,c'ar:k TS,.°`,ENUTE MANHOLE NINO & COVER CASTINO DETAILS -, No, To sc.. , Z;t7477°. r „ loll I. MANHOLE RING & COVER SHALL BE E.051 JORD. MANHOLE ASSEMBLY FOR LOAD WING NON -TRAFFIC. 2 -MESE DE,LS SP. GREY-I.N CASTINCS, FILLETED , ANGLES WFIP SHARP AND PERFECT ARISES. 1 CASTING SHALL BE TRUE TO PAPER, FORM. AND DIMENSIONS, FREE FROM CRACKS. „PNCINE„ AND. . ilk II 6=1=1X426 SL"'LE' -72//5 .D/Aff„/014 E„ELLS 5. TRAFFIC SHALL BE RESTRICTED FROM M.H. FOR 3E. HOURS AFTER PLACEMENT OF RINC. 3 30 10 I MI 6. RING AND CCNER SHALL BE DIPPED IN CO, I. OR ASPHALT. ,','2a:sig4U LIE= Ors., , 0-r,, CASTING PATTERNS FOR RINC k CCNERS BBB BE SIBBEAlnED FOR APPROVAL PRONDED IPE PL. FLOWLINE TRANSIT/ON AT INLET FOR PATTERN OF COVER IS THE SAME , SHOWN ON IPIS SHEET .D PROMO. OTHER CASTINGS SPALL BE „43,00„„0E„LE. .. 30„0„Eps pE 30„ 00, 00E, „E „opEELy. 30E Ems , 4"0R 6"STD. CURB AND COTTER OTHER GS,. DETAILS MD THE COYERS OF OTHER GSTINGS SHALL FIT THE RINGS OF THIS SHEET. SECT/ON C -C 8 MINIMUM WEICPTS OF FINISHED CASTINGS THE [OVER = 60 POUNDS. THE PINC = 135 POUNDS. NOT TO SCALE NOT 10 SCALE ''. 2f 201 .2„El2SOC.3„„\02.9.2E.Se50.1,„,Ci, 5,1„„. DETPES d02 m20E, 2„12„2„ 22 DEE 2, Q0,6 - 6.2„„ SEE PLAN FOR SIZE AND LOCATION PDPI , HlEr.R',.7,sA 0 !- r • ,. z , , , 1111 , , 47 ON, lii:1211r , 'S '''"14' I- !="Dt 4'''' =11,,,,,,,, I ADDITIONAL 5 ID,RS D. -I rAL - m E .t IC URBAN L ENGINEERING D. ..;. A 1. ' SIZE VARIES L , 0 ,'> MI II = -11 \ / Nui> I OOP sr.,.$) , I 17 17 J _I ,J ... MEM Mal ' 1.••••MMI E 1 . 1 1-•-' 1 1.1 1 1 711 I IbilligliPrE Tr.s, ,p-- ' .,,Wfrn:T_T, 0.D PIPE 12" MIN. P. BM sur (,,, 'RE'''I2NNFP.TCAEE7E:NT';TEr7EDZOE0 'PTIENGTH - '''''' '' REED UWE. MAE ° sEHNEErIANFEFF° MI DEE. DIN SPLICE LENGTHS: #0-22.. ,5-28D #6-33. VEDEilZEIL'AZDEErIANDEFEF EVE3EFENEUer . DAWDLE A.LLDRISER REINFORCED PER AS, C -47S Ez E,, PLAN PLAN KEYWAY RETAIL TYPE 'f4"/WANNOLE TYPE 71' AMA/MOLE TYPE C' MANHOLE TYPE PLAN D' AMA/MOLE NOT 10 SCALE NOT 10 SCALE NOT DO SCALE NOT TO SC.. ZtLO;TR.: ;EZErMENiTT 0 NOT DO SCALE '.,,• rAXDD FINISHED PAVEMENT l'alIZEN= . I 1.DPVDDIDUID E' _.. .„..u.r„ICA:PDPKIN,FRe:3,76:8::::z7vz.,E!,,ANzEEE r..w FINISHED PAVEMENT y COVER BACK "EEER —E11:1•11. MI.i-a-iL iiD VEDr. .0 IC 0.0 In. D. "-- z 12. 'D. ir roe i' - i i".1,741D04006 E' DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI STORM WATER STANDARD DETAILS 2 OF 3 R,g;RLRE7ray PLAN VIEW PICKSLOT DETAIL rea170 04D.H17A''' D, . iv Nipril pr?,E°0:L/E'„,B.,0°,,,TomET - rill IN . PIPE NVOROUI , MEM11 pilzsloovrAll -- -,L 1180,,,,aorgiU SEE KEYWAY DETAIL , 1-23 3, DIA -., 25 1DDD DIA . Ek• -IM NM Lffla...inlen ,.-- 'I '- . -- ---- 11111M1111 - iilliMill Dt „--E,, 4 EFETRAz .E0,0,,,,0=ED,,,,, 00_00, DENSITY (AS, ,-L-1_ - COVER SECTION FRAME SECTION nomRam s, ilimamm 1 s, CITY STANDARD ROADWAY MANNOLE SECTION SECTION LgrLaZSEVa° SECTION 11121E1 RING X COVER CASTINO DETAIL TYPE 'B' MANHOLE TYPE V' MANHOLE '1-D. '''''Er.' ''EN'TY (ASTM DOOD) FOR PRECAST MANHOLES TYPE V' MANHOLE 14= Frzug„ ROADWAY MANHOLE RING & COVER NOTES GENERAL NOTES FOR CONCRETE DRAINAGE STRUCTURES I. µMHO. RING DTEE D7DI2T1'D'DIPD'ISISIEDMDELY 7 R'E:P..PR'DT,ZPPRPOTj/IEDrDS;IIRZNAlei ' RS '"PEER T711=E IRCBCDNNCLREETTSEASN7CLO'NEDXTESCD=Y7D)C1=.7'AN'" ' ""NgRTTIO EPR ALT ' 11' 'NtillEEITNIZSrEDNCTD"0".1 -THEEELPLSAHNASLLOR'FEEZVDrINEVAUDD BY ASSEMBLE/LOAD N ED ER OS SHALL BE 2. ALL REINFORCIN 0 STEELS., DE GRADE SO. 1=EFECPRFO=E=ED APPRORDAD ECED , 2. ==ILS SHOD N CASTINGS. FILIDETED AT AN OLES =PEEWEW C AB THE CODERS ET 3. DIMENSIONS RELATING TO REINFORCING STEELARE TO CENTERS OF BARS. MANX OLE WITHIN THE ROADWAYS. UPP ' 1' aPiTEI''T;EFTSCEIAVAENLEVAL'E'N 4ErE'N'I'E A THE S 0 EET .1, gRATfELESETED,DELZEY. BE SPUDED 0 DD mix. ,p) IN THE LONER ONE-HAu TRAFFIC LOA N ' =0SrD" ' -r INEMNDMZIO'LErNS'NS. 8 MINIMUM ,NE OF CASTINGS : THE CODER D 160 TORE OF THE POUNDS. ODNDS. ' 'Fr4R"rST'DFETEY," ESN1127=Te0SR"DELSMSnLE'A'RN:"E e "1=1AILN rE VOL/ S PA'Rr Dr P?LrDn IrOMNZ Er."C=TTN" IN E S 4 'ID= ZW" E'ELD F'''''''LLN"R'TLE'TH 9 POLYETHEILENE 0 T,AENT RINGS SHALL DE DESIGNED TO DIRZIED BD,. E . ' NESS SHALL NOT ED,EDED 10 INCHES. PAY ENT FOR INLET, 5 TRAFFIC SHALL DE RESTRICTED FROM M H. FOR 3., HOURS AFTER SDF'. -r HS Z° , CHAMFER._ EXPOSED EDGES 3,.. 'E "'RA' ''' SHALL MC'DE -r E TRMS'-"N PLACEMENT OF MO, ID INDERD OF INLET SHALL EE SLOPE D 1,0 MIN ORO, ' MITD7RrDEDZNIDNALN SaEMLEKCInnEDTD=DrAVYTTFOZCZATER bEIEVI=REEDVER SHALL BE DIPPED IN COAL TAR OR ASP., µMHO. RING AND CCDDER FOR SPECIAL CURD INLET. DDD,,,D,D2,1D,DIDDIDSOMOOD,02.9.36SEIDD.0,11.,a, STADO.D.„ DEDDLS dx, modifled by Teo enD an ODD RD .6 - 6.2DDD 0ZNEN - ROWUNE s' o' srorvouzo s' *uatia [n[rvsiory rv� iry oreso'o) reu acre Gry ar .k 9f; t�( 4 § agm � ff � ae cN*ra curee w� e e ar eu�*ra v�o cavrre a eorePus wreisi suuoueos (io srrical ( Pca) d5 aas i� s�APs sx ear wsrv� n' ream — mrvca Aw REa° " as is�rE o° �� as acres Rc sac wre reov. e ccA M @" Al PLAN p. A L. �. URBAN L ENGINEERING ark .a �srEePa, ',g -4,E,47 - PM r, 12. "F E676"6N 6E6E es`=&E°XY GROUT (areaE, CURB INLET THROAT EXTENSION PLAN a aNg 2W646 uoa® 71:2s s i -A uEm surerem=a ocorvc"�,� s �ar g °m E reo" " x so�`� ore oErvsre. <anry E%sarvew reorvOPryirvoun REAlOVEAND REPLACE TOP PROP. P/PE TO EXISTING ""� OFEX/ST/NG CURB INLET DETAIL R.C. BOXCONNECT/ONDETA/L ra 'ATI" oasei reo,..m C NOT 10 SO322 NOT 10 SO322 IN ereFl �Arv,mc sn oo csI corvore�,c aarvArvA rry -0,0 ° Innr,— 1 11111.16:=711111111' � 1 �� 2,2 AND 321 IN CAN._ DOWEL o 2 -LA A, cK T'T+ P�P PreAP. rec PPE SECTION P:ry — nota. "' era SECT/ONAA MANHOLE RISER DETAIL ,A Ai,-FPP ores ir' reE. " '" NOT *o see "m r0 °fPL EX/ST/NOR.C. PIPE PLUG CONCRETE COLLAR DETAIL UNPAVED AREAS PAVED AREAS UNPA✓EDAREAS PAVED AREAS I. I. re c PA cM re Nm *A swE No, .A swc 1 1 GENERAL NOTES FORBACKF/LL re�Ns V°M�rv. DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI STORM WATER STANDARD DETAILS Aero"°L� �AM�rv. AE�ro"°� nu ..R� nrnrnNC .Ro1 Mow w rC rwm (CREASER 1HNF ix' IAME RFF1 UNPAVED AREAS PAVED AREAS 4: owm. ws�u Desai vwc�ore 6C63 ery r DO,. ceooare HNSIfurmS, L' ATZ wcc.�rvo .m 2Z,,a mmcreu rAas use rnrr anu mer rem ro er a<cc6 acct rrec reuemrvc. iva-wn'N' spa0rvsiry co cmr po x couv�o sea Ae ne PR, Tore 1 I oA;`,Z "z �x�� Mo a,rePa re,rm,zzo., 4 - . ryo A Are °Ery°� M�, e6, c e =Ueb � ��� A °„rEN re �E „„„,� Ci 7.. r,.eAA. ,o �>Mc ,,�,M �rm�crere� * rAAv NMI MIMI a sx,As ,„ere; E reEwME�eEr N NOTE (CONCRETE PAVEMENT au A- o„mre�„rest ser< E�e,�, Ere� eerene.Rmo + rece�a,reo D`ero pi T'''''s— rA o , —,,e - yo am,Za TRENCH BACKFILL TRENCH BACKFILL FOR STORM WATER PIPES FOR STORM WATER R.C. BOX CUL VERTS c mors arer,,.ri v or swn re ZLZ ro a/-1, o='O WATERB/SHR/BOT/ON SYSTEM GENERAL NOTES SEPARATION OF WATER AND WASTEWATER L/NES ONPAVEDAREAS PAVED AREAS U.S. 403 NO. 08833,94 = ` v_ f I. Iry ACCORDANCE NI, Cm OF CORPUS I SEPARATION OF WAT AND WASTEWATER LINES AND 7HE MATE,L USED SHALL BE IN C CHRISTI WATER DO/SION DISTRIBLIPON SYSTEM STANDARDS. EMS OF TEN, NATURAL ,o .Dr RESOURCE CONSERVATION COMMISSION AND THE CITY WATER DETAILS. ,E C/, RESERVES ,E R/GH7 TO ACCEPT ,E SYSTEM FOR OPERAPON AT ANY DIAE. BUT ,77 DA7E OF l'I !a 17/7/7751 RS OFMCIAL NCE DE ,H HE SYSTEM WILL RE UPON COMPLETION of THE PROJECT AND SATISFACTORY ',47T TEST RESULTS. CE,EREDOVER THE WAscWATER ONE IN ADGTDGN TO ANY REDUIREMErTS As DICTATED BY ITEM , s a)A7' '5 T - .7' ABOVE AvcucvT srcTlox S. ,E EX/SDNG SYS7, SHALL REIM/ N /N SERVICE UN, ,E SED SERV/CE. THET T R PROTECT THEMIT SYSTEM ITPROP SERVICE. PIG BKEN OUT OF AM , 2 o IEURBAN ENGINEERING +. LL FUR,rSHH ALL MATER/AL. LABOR AND EOUIPMENI REQUIRED TO INSTALL THE RL/NE 5. TESTING OE LINES (SITE RED) SHALL BE DONE BY THE CONTRACTOR UNDER THE CROSSINGS OF EXISTING HAZARDOUS FRODUCT MOWONES S,ERVP/ON OF ,E WATER DIV/S/ON. WATER FOR F/LL/NG THE NEW WATER L/ NE AND PERFORM/NG 7,75 TER RUM, MEIER CONNECT,. STANDARD WATER CON,RUCTION ME TER AND GAUSS W9L BE PAVED SUFF,E SUPPLIED BY THE CPY AFTER THE CON,ACTOR HAS PAID ALL APPLICABLE FEES FOR IHE WATER cu59 m .57 3. ALL WATER DISCHARGE MUST BE DECHLORINATED IN ACCORDANCE WITH TNRCC M. BASE unTereint D NPDEs REcvtATlDns N POE ✓✓✓/// „4 rvo,cs 9,„v,gg / / FIif ----- nLaalRuTAKSmlm svIs? %proRCR ,o erc ,AL oiuT eCONST ,.. W ¢ /NSPECTOR. AL L F/RE HYDRANTS. VALVES. AND „TINOS THAT ARE TAKEN OUT OF T I SERVICE rH Dv I T TH -. MATERIALS MAY BE SALVAGED BY ,E C/7Y HOWEVER ALL ITEMS NOE ELINES PSHIALtA i . SED F EY ,E CONTRATOR. ,e 7HE CON„AC7OR SHALL BE, AM COST ASSOCIATED 11,4/ INAT,L/NE FINAL INSPECTION SHAM BE DISVO F) OUPON cOMPLE/IONCOF PROJECTS. ALL �HICH RESULT WATER DAMA, CAUSED BY THE BE SEE NOTES BELOWj P OF Tr ry^T[RU'NE �� Te Aeolvacr "" e.BE MADE UNDER SUPERVISION OF ,E WATER DOM/ON /NSPECTOR. ,E FREE OF ALL ��� TN�WATERLINE MINIMOMCtIOVERREOOREMENTSt uPATCHES„,,u, ENCASE MATERIALS AND ALL EOLIPMEN7 THA,S RE 07/MED TO MAKE DE -INS. C/7Y Es�L IT T Iry I THROUGH TDIVISIONI TOR PZeoURorcAJOooI ,o sop, 1. ALL MAINS IN THE STREET SHALI HAVE A MINIMUM OF 36” OF n. DAIS/ON REcoNNECTOCONTRSGIOR. INCLUDING RELOCATING EXISTING WATER METERS 17 SHALL BE THE CONIRACTOR'S ns /COVER AND BE F2.. AVNTAUM BELOW SUBCRADE AT �✓N ACCORDANCE RE mL I r TI , I SNO SEPTACOSTS) Z Ns FM 2" oMR m ABOVE)EnRE D. MINOR L ENG, OF DUC,E IRON P,E ADJACENT TO FITPNGS MAY BE REOLIRED AS D/RECTED BY ,E SHAL L HAVE el, OF COVER A7 ALL PO/N7S. HALL 3. , SHALL HAVE A M„MUM OF TM PIPE TRENCH/NG WATERL/NE. A MINOR LENGTH IS DEFINED AS A SINCE mDaDDN RELI/PNC THE USE OF TWO JO/NTS Ore SD DE COVER A, ALL PON, BACKFILL FOR M '- ms s unlEDanEs=N.n SEDDINGANL, WATERLINE LESSrvo, ,o sop, PAT ED. I I. MINOR NO ,COW'RFTE PAVEMENT ONLY! ,E CONTRACTOR SHALL MAPE SA/0 AKNOR ADJUSTMEN, AS D/RECTED BY THE ENO/NEER ND/OR W 0/VISION /NSPECTOR , NO /NCREASE OF CONTRA, PR/CM. WA7ER 0/VISION le/LL BE NOT/MED RR/OR 70 ALL CHANCES. Iz. ALL NIPPLES SETWLLN „TWOS AND VALVES ALONG MAINS SHALL BE DUCT/LE MON. GENERAL NOTES FORBACKPILL u. THICKNESSES a MIL. MECHANICALPOLYETHYLENE AND SHALL BE RE,RAINED WITH "MEGALII, IN DE IOBLNl Fern. min INIPAL PAPPPII I 1eB�E PPM PACKPI1 BV� ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI WATER STANDARD DETAILS AP,OVED EOUAL AT ALL BITING, CONCISE, IHR,T BLOCKS. SHALL BE PLACED BEHIND ALL MTTINGS EXCEPT WHERE c OR SWIVEL FITTINGS ARE 11,,ED. UNLESS OYHERWISE SPECIFIED BY THE WATERDIVISION ENGINEER /9ELOW PIPErn 11” APIWE PIPET JGREAffR iNAN 11" ionvE PIPET UNPAVED AREAS PAVED AREAS 15. P A WATER LINE P IO BE ABANDONED. THE CONTRACTOR WIL L B 9L WPH CONTROLLED LOW STRENGTH MATERIAL. ,ARAML, BRAND OR ENGINE, APPROVED EOUAL. VALVES. WILL BE REMOVED OR ,LED AS RE OSTRED BY WATER DAIS/ON /NSPECTOR. 9,, PS, f TA .9' " ' 7 : :0 4:0::F :0 0 /ALAL . , VZ2, 16. CONTRACIOR SHALL COORDINATE W. WATER DIVISION INSPEC TOR AND NOT, AL L A,ECIED COSINES, 24 HOURS PRIOR 70 „LOUT OF EXSTA, WAT, SYSTEM. EXCEED T I OBSTRUCTION. ,H WHEN DEPTHS E USES OF BENDS COULD BE REOLTRED. I. T T r KEXISTINGI I H T UCTIDN' Ie. S SHALL BE INSALLED SD ,HA, PIPE /DENTI,AnDN MARK/NGS ARE LOCATED ON THE 2, ALL SERVICE ONES UNDER PAVEMENT SHALL BE ONE INCH. INSIDE DIAMETER MINIMUM =PM:1r I ir g(7. 4/ NAM I NA" AN0 : FA ^ so -vs - IE pup '.'""Y IImE ryR'-0Fm ,o ,o :Fps,emTow 2. aore s ov30 Vo ,, .,, ./0: s . sm vr000re repel, " TD ._ v of avTrouu "oN T , rouvno zex Rc9e ITU „„r„ LL eciOw ore PCre .Dcvan cn yncErsj a of Rom ease 'A° �s ro � SPECIAL NOTE.DRVSH,-V Yow:E�AVA.re,V+ ATO, T, M1RAM re o R .,. .o , . ,,, °: R AHL+'H0;E;° TONOowno E`o07A,CI EE ooiarrD o aE �CEo ON IA eTMENT FOP' WATP VAULT DESIGN COORDINATION. E rrAm r< _ re71mos7E070' (7, -Ir o"TOPnMo pu,r,„p„„,„ EfiLHYSBZWES: U.C. JOB NO. 08896.85.04 coAress creAvst , coAresr smo. mlni. yaw, 7 cu. FT:. ': :Oak : surer t4vr 5,, 4. Att Hroremirs sfle, er fnisrAttc.o EL.. "--- - , Z lPE WORANI SMALL GC SET 70 MAN,ACTURCRIS BURY ONC AT ,7OPOSEO/ENISTING GRADE Ftus , 5 IE URBAN ENGINEERING V ' Efifj,,SS-EF . a cAsr rreani ve, ''''' —'-;: ro V4'. , IrialliMUMMMOIllk0 55, af. 5005 EXTENSION DETAIL EF ;=Y0.7SEIF:4'.7s F.1 DRAINAGE BCD gI 1 , Ary,„/NG (E53 7l,7 , kW( BE 00C,E IGGry (00,0 70 7, VIGVE. _ 'I., • 1 - Ai• YDETAIL (TYPE 1) R/RE HYDRANTASSN.,E ,M. ,BL, lW 0 II ii 1 - , .. VALVE BOX DETAIL VALVE BO A' DETAIL 0 PAVEMENT g NATURAL GROUND --.. .L.' ,A, rrAST Tar'" NOT TO SCALE NOT TO S., A, VA YES SH, BE HOUSED I N IFFIROVED VA, OGG, 11V TE027:Forrel: PICK NOTCH ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI WATER STANDARD DETAILS FIRE HYDRANT, VALVE BOY AND LID 2 OF 4 YarZEPEL"r N., T. ,,,E -1 :NI: r". ',:g7; .a,'T' •,=. g: f; 7 iik 11101111 ' CO F5g= (SI, SW 01 C 7 N., III . , r "SA" EF gi 00S ET PA ,, PT 7 S 'X; VaP DRAINAGE SEG , • ma: ,,.._ ,. Ary,„/NG (E53 7i1A7 , WI« BE 00CTILE IRON (00,0 „ 7, VALVE. / LID DETAIL No, sc4LE FIRE HYDRANT ASSEMBLY DETAIL (TYPE .2) WATER UNE BERM EURO FIRE NYOR4N7 ASSEMBLY DETAIL (TYPE 2) No, To S.LE NOT TO SCALE "EEL SPACER POPP WT, TO,ING EITIC l''''''• ' ' . CASING SPACERS T IE. TOP NO ONOPOPS PIP g VI, 2 2 ' ' ' • / A 'ITNIarT,I20A,277 24202 P " OF 2 af ; t" 'Li' Z2LE f2P'n '. /f/ VII0 0 'RE2f a IF ' EFia°1,- ' PONVER PLA,C RUNNERS I 2 ' E-F ssi"FrairaTE'',E,'"E5''ia4c NIEE „ Tig2N FN.' "72/12 EN"T'A ' •P....1 II 'GE. "IREFIN' L. Ir1,2frArRINC-22P'' 2' l'12,2',1,2NOPPING T , BENDS TO BO NE, JOINT fl,INC EIRE INSULATION DETAIL * Zi„Tkrigs 1.7.,V.TINEBY WATERLINE ADJUSTMENT DETAIL ' 7r2-0,;:°,',F. Tr4S"'' 5 e.T IE URBAN ENGINEERING e' ' "' """. L 2! N" " - ii076,EL NOT TO SCALE ArgelElltf2 I,,,, ,SINC El, "U"2 ID' as 4 TN A „ u 2 21 :f1/3 717; ticr ROE SI] FH,f2rk% NV —I 2^22' 2 2 '222 1 2 SEA EN, Or LASING WITH MANU,STURED 2,',4,22L7g2,ZIL,72,7:242,2',,r2"' 'T '2'2 INSULATOR SPACING DETAIL I I NOT 10 SCALE _e_l W0'51-7=PEPATSP7SAWCA'""'S' P au u. u 11 •co /AVM TYPICAL CASINO DETAIL .. 2 BRP„ „ONG' , ,O. • PAVES S,NT BE QIL 512,2T TflipE272,7 C=2111A24 NAZELTT7142=NP TYPICAL VALVE THREE TO SIA• WATER CONNECTIONS AT INTERSECTIONS INSTANT, A INSTALLATION 1 , POINT Or NOT TO SCALE TO, RISER ,SEMS, NOT TO SCALE ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI WATER STANDARD DETAILS ADJUSTMENTS, CAS. DETAILS, RISER DETAILS & TY& VALVE LAYOUT 3 OF 4 TA,'",,a 2" ETRASSSNREET ELET, Fikrz 2--2- e02222 a! NT' .T'P' 2 ' VALVE - PIS, ASSES.," T, TT ' ' A ' :A' " ° ; ; Cr'f:" r '52' 72 fig"? TA I 7 4XE 4 S SAI:f E22:2 NTL/720" 12 TA 2 ' uT „, u, 2 b2-- RIMP IL" a "472VP 2" OTNN PIPE I 12PIPPL '2'2 2 T1 SPAS'S TEO A NI IP l'222§22,0LAIATRi 172if A D 141 PV E2519 712 T 'T'T VE =PO' rai '2'22 '111MM IP 2 NJ271,2,TIVETN2B22%,'EXC2071”Elg" 2C"P27,24",'IATXEMCAPT Af02LONSSA2N2gITZIZS22'22 2AT2 Cara MIL 2 BRASS 90- ELS,' 0.2 C2021TWE2MrIct ras, °,1,7P EFF2F4'F,47,-:2'"'s'Y DETAIL ":4" ANSEN, P, IN,, 2 ETPS„ OPP DETAIL 'W— DETAIL 'C" TEST RISER ASSEMBLY CONNECT/ON TEST RISER ASSEMBLY TEST RISER ASSEMBLY NOT 10 SCALE NOT 10 SCALE NO1 TO SGLE ' nf..31 Pra,,,O300„ S 028.36\BM,D.,i, 5,11„. DETMLS ;I, motlifled e„leone..r. De 2, „16 - 6 Rfom "'PPP" PPP "PPP." '.""TP"P' PP"P"" A. "'PPP' P'' P"'"P.'"P' U.C. Boa No. 08896.e=.0.1 DDEwALRUSED CIOIL BY CON CTOR FO CURB am GUTTER—„„J r -o rmre 2 w rvrnow. ox wa ]/ 1 P e \ i _PT —METErz Do (Tip flrY) vrcwau' CU AND GUTTER W --- nmsu w nv rorvc Wrea "EreE :IF _ _— i&ONO vreovcrem urvE, qv eras ADO NOT REA OR V oaLYETtt' S R rvco (,,nua�"�ONE PIECE D reou Man To wcrcv) oD cr u�re CLO r+ votvcrunc ) PROPER, urvc _ -&--- \ METE , r -Down CURB - IEURBAN ENGINEERING - CORPORATION STOP o - FROM "orerzorornL --------&---__nna BRAN,(ENCLOSEAw,N �LEMTHOL ) ,SED LmER w tie iT \\i4 i\ i'erT ss / ""Zr BRASS 3Y"OETA/L MARKERLOCAT/ON t��E"oN o� oP i POE" TUBING. oa `� T WATER Man - ' pp.,,,uco COPPER.AS EERou c -poop , METER vxvE) pRESETSERV/CELINE dIARKERDETAILS �� �' SERVICE W TNSIDEWALK SERNCE TEE �' „o, TO ,COLE CORPORATION onrno TYPICAL CUL -OE -SAC SERV/CE CURD AND CUT ER •n SERVICE LINE s r� a xE-'ER s r • BO (BY c'T) c4iflEre a; K ,�,r•''''''n SERVICE s PROPERTY unE ,OMP. TORE,S CLAMP TAP TnrM.Tz,.on fORvoOanom STOPS T OPS�Dw o a O,, , A ioM' u, Tom'' n ro M� REowreE° ¢'�aoSE w'TH voLETmE) noo reEOMuo AT ATT s<reV'� Tao, ppER COMpR�nCn. ow,LEr AppRavEo EOUAL ,ALL RE COED v-' L'r-oo,wnn RE rcE , ENE TURING OR IP COPP, C pOH 2'C!OP MAS ALLow'oiHKH arrorEN MAW To ME.ER SCE, rnonreEo si . , . , ,i .. ® , ,C prnsr Mw� CORPORA,. ,Too �� ANGLE METER STOP OEE re°� T o - « TrroM reore'zonrAL ,&„,Co'i p&p„ o.S�ED p&ppw„ - covvEre C„ „f ,T IV ao,.v',z/H , MEI Ere Do,LE' / METER !ar epi fp NSE oN vvcLEwxi '''''S S,vT� aL O CHECK RAVE rev OTHER) c Ir�,AL .. o,HEs, areEOEo oTreErews<- wA,ER earn a vvo wn,„ wan nn (1, ''''"Tar ". rr METERS - MA''o/OTH: SERV/CE iY/TNOUTSIDEWALK anic rev OTHERS) NOT ,D 5 T no MORE THAN 3 LOTS SHALL BE SERVED PER LE, REonREo AT ALL M.-'E� - r o- - FEMALE'S c.,,,,,,,,,, YET, Recu BV� ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI WATER STANDARD DETAILS TIED TYPICAL CONNECT/ON "srew,ErerscEw°H CURB AND OUTT7 of Tore,wv.Eo a° . or,: r^VE o ao BRASS FITTINGS �T Dass TmrnGS SHALL COMPLY RDH awwA Ce0o-06 A. ec WRAPPED rn poTETmENE. �0 � 1----• • PROPER, LINE— roRroRAnon s�_ � I:: iwcko o✓rnuou �'o COPPER. PROM n syo r� ("'"E CHT„' voL,r"' S ) RoEi uRD Man TM� E r" T.,T'" . . wE'Ere ,,s,,w ',,,r"'"'" PAVEMENT us LOP O HORIZONTAL c apR TPCK SERVICE BRONZE '�.^ ,A SA'''''SA'''''EN Svc PIPE, ipre ,rme WATER MAN fe % SERVICE MTNSIDEWALK TIED TO CURB o,,,Ere a -s " o P, cON,E'E - n� ,D , Eo , re C,oH ° Fooff, .How „ruu rreon, oT reoaE oorzE., ISM pROpEergnOaDsAfIZOAtir' ,O lc,- OR , °_'"' `'" ''" 0. BOLLARD DETAIL - - TYPICAL CONNECT/ONDETA/L noT To Toy. oo e. v�.c�o eauuD �,, nD, TD ,cert UN UUP PAVED PAVED AVER ED u.r. doe NO. oae9s.ss.a I THROAT OPENING, aeWIRED gAMETEn OR PROVIDE NEW sTrza (ss)Elrvacw Ixw L,Er0Sx IPAV THROAT OPENING: RESUTA�sge MS FOR PROPROVIDE NEW stm ?sZE1,2,:M IEHnI LrE,0R MANHOLE REQUIREMENTS - se xDPE aNGs FOR HaGNT Lz' Lz' RETE couAR PIPs DIAMETER MANHOLE DIAMETER oausMErrs (Le' Mix? BWo Ps coucRErE COLLAR (vRovIDE HOVE RINGS FOR REBAR REINFORCEMENT s ®a seas) ADJUSTMENTS (16 ) =ST" cEMErvT i Ma encs) Z36- PLACE CONCRETE To / N PLACE ' v mxc Tcx '`,'•%';', 36, TO sax- 6 TATCH ExRnnc IDGN Tz'Mn x z MN �s$ M . B' M N /' MeC 3' Mx 111111111114 � 11 �111/111111� i 12- LIMESTONE BASE OR APPROVEDf ME (T*Om rtiu 2aT APPROVED COATINGS TABLE \ p�i�r/� 111�11111�111 h IIIII�IIIII�IIIII� 1.2. LIMESTONE APPROVED PaoaaEGSE sMANUFACTURER sN BE LESS THAN THE YODEL NAME o,s ( (RADE ITEM i,rP NA 1-2)N \ °......'vv■■■I EXISTING ADJACENT BASE. RAVEN LINING SYSTEM H RAVEN 405 IEURBAN ENGINEERING �/Cn WxDWJahr FLOWABLE FILL W. ADDITIVE (too PSI MIN 0 28 DAYS) THE EXISTING ALLrtNsW1 CORROSION ADJACENT BABE AP TABLE. cot NODOR I-FLOWABLE FILL 12" ABOVE CONNECTION SECTIONS ASTM C-478 S � DAY COMP STR S 40ODPS7DARAFILL TH / �UFTS sDENSITY I!yt� l...� FINAL BACKFILL TO BE SELECT TO 95R STD PROCTOR WABLE FILL VE FITTINGS NG5 L BE26 GRBOUNE CWi ALL CONIxETE SURFACES PHENOUNE 309 INCLUDING BENCH k WA WSox „ADDITIVE v�\ DDD PPLOWABLE ) WARM WAI I THI,KNESS. iORM CON, (MxT M w FIT= FORM CONCRETE FOUNDATION. MANHOLExrERT (MINIMUM tr TH ) ALL DESIGNED BY ENGINEER PROVIDE CRUSHED. TONE. PER T.OT ITEM 421 GR i�2 I GR AWR'rPral GOAImRPR SEM 13' • ( TO r -�• +` •\\ 2rng 100MOI000URE •• ` COMP.T TOP 6" OF SUBGR.E r.111.. �R7 S7 1 I�t1� L2 OPIIMUu ASTM 0698 FIBERGLASS \�. 1\\• OPTIMUM TORTURE .TM 0696 H OD +z o 6 OCev MANHOLE CONCRETE s\' ) \\\ ,v.\\tCV� MANHOLE \\ :1-7M, NOT TO SGLE NOT TO SCALE SONOTUBE ORT-Ya REeuts H E BE EQUAL o FORM ONC ' , CONC. COLLAR TB FIELD BEND INc , SHAPED WITHSHALL POFT ro roP x OF M x LARGEST D.E OF uRCBm DIAMETER vvE .I MANHOLE WALL(FIBERGLASSC00 ±3) PROM of WATERRSi PEVE SEAL ErR ,T S_� IC DPE VIM I, nNcs (VIM ,� Il APT / ►`�. PROP PPE ■ � i Mw71 aYP) :'i �eELL OF PIPE �I_ II �e%.Y"'� r 'I . J'�F z. BV� ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHFOSTI WASTEWATER STANDARD DETAILS D/z RADIUS P, MIx pLA 2. USE IrvBETYAEI. INSTALL 7 NT ASSEMBLY .PROVED WASTEWATER MANHOLE BOTTOM PIPE E CONXOR (BOTTOM) SEAL DETAIL _ MPRHOIE GRAPE a� D o fLR.E AT12" °e�AR NOT TO SCALE 4.6 BEND NOT TO SCALE MANHOLE PROTECTION SFAE PE AI f GENERAL WASTEWATER CONSTRUCTION NOTES: (CULTIVATED/SPECIAL) IN UNPAVED AREA wJu NOT TO 1. THE CONTRACTOR SHALL NSIT THE SITE OF THE WORN AND EXAMINE LOGL CONDITIONS TO BE ENCOUNTERED. IMPROVEMENTS TO BE PROTECTED. AND PERMITS AND FEES TO BE / REOUIRED. ALONG Mil OTHER RESEARCH THAT IS NECESGRY TO ENSURE THAT THE Nili�',� s, E R HDP NG- CONTRACTOR THOROUGHLY THAT MAYNDS BE ENCOUNTERED DURING PROJECT AND IS THE WORSEARE OF OFALL THE xW r ,,;,,, CONSTRAINTS i e•'"A`�j �� _/ JOINTS MP) III..p���/ 2. THE CONTRACTOR SHALL .HERE TO ALL CE0 REGUunoNSPER 217 0 TAC CHAP.HERE RTB-HIE z4 Max.�as BEND O. CONTROL MUST ON TRAFFIC CONTROL DEVICES �\ FINISH GROUND �i: MONOLITHICFORM T N 4.MANUAL WITH DESIGNED TO ALL THICKNESS. GREXISTING� PROVIDED OR FIBERGLASS Tom PADF E TIONS FOR " DIAMETER THE 00 PS WNCRETE ill � • r • •`i � USEEQUAL TO FORM FLOWLINE OF THE MANHOLE SHALL BE CORED AANSEALED WITH APPROVEEDS (PROwRCEREBAR NT sa WATER .0 PLAN 6. ROUND CONCRETE WELAP NOTES E. STOP DFTO THE ENGINEEP,xc SERVICES gurP00) INF DIRECTION. MANHOLE PROTECTION INFLUENT MAIN DISCHARGE MANHOLE DETAIL E. REQUIREMENTS. FIBERGLASS BO,TOM AND BENCH MUST ALSO BE FACTOR* INSTALLED. (RESIDENTIAL) M.NNOLE - IN BREINFORCEMENT ARS"i TSP. i "TEST) UNPAVED AREP FRP INSERT RFHARII ITATION OF EXISTING MwnnLE NOTE, U.C. JOB NO. O..85.W PROVIDE NEW RING d COVER MTH INHI 1EELBffMi)AN� HROPE(MJUS"�RAENfu BILLOW '/A MANHOLE PP OVEDiASHALL REBPA REINFORCEMENT (vROVTDE DESA OGi TO MEM TRAFFICANDNPECESTHWISNPPEER TTHEOAPPROVEDFFIC COLLAR(PROW. BARS) 3 ALLING CONTROL OF FLOW OR INRIATING MANHOLE REPAIRS THE CONTRACTOR Sn UCTURE BY CONTROL PLAN, AS REQUIRED. FBRIS/BLpocxAGESTHE CONTRACTOR SHALL PREPARE TH, INTERIOR OF THE E WATERIMECHANICALLY NG "AROUGHTION EN THE ENTIRE PLL A H. RESSURE To DHE ioP GF TATE SLUDGE4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF THE RESULTNG AT AN APPROVE° SITE, ACCORDING TO ALL PERTINENT WASTE DISPOSAL AND DS s _ _ AND RESHAPE THE BOTTOM. SUBMIT PROPOSED MATERIALS TO BE USED TO THE ENGINEER FOR APPROVAL 1 Ee '—LITHICCONSTRUCTION 8 PROVIDE COATING TO EXPOSED CONCRETE SURFACES WITH APPROVED SYSTEM FO PREVENT CORROSION. r- — M 7 FRP INSERT SHAM_ COMP, WITH ASTM D3753 WITH SINGLE PIECE WITRO, SEAMS. JOINTS OR SECTIONS. WALL BAREL AND CORBEL THICKNESS SHALLPRDDE AN PASHTO z IEURBAN ENGINEERING \ z ci"s"STAGSTABILIZED sBOFz cEMwr/O) d OVE TOP CORBEL m9 OF IXSi NG MANHOLE 8 e x x H RHI SUPPORT INSERT. SEAL ANNULAR SPACE AROUND EXIST LINES WITH JUTE ROPE AND CHEMICAL GROUT rc 7 (CULT LOCATIONS o B 1 ED c ) \\ MNus s OLE DROP rlJi TH.N za aewE TIE ,,, SIDE KN. WALL MIN -� SAWTOEOORE us'N2• rill& , B OxNEci DIAeDD \\ N Aft... ON WALL N. \ _ — MANHOLN PER Fr • SEE PPE SEA DETA 2-EXISTING PIPEVARIESWATER MITI,' DEPARTMENT STOP ASSFM y H� PROP. (MA xrnNcPVC .Mg•� `OD) '. ° PL'C' EXISTING BENCH ,O "'" —, — ®� Mural/WO AS DIRECTED - ,r4ZUE ,ROVE BENCH (100 PS MIN. o ze DAYS) . DARAFISHEAR ® o / RONDE0 RUBBER CO (#MIROT OR R M EQUAL COUPLING warn STAINLESSSTEEL RINGS REMMµE Mx 3N G x PRCPDgL N _ ..fLOWABLEINSERT AS GROvf (E%ISBNG OUTSIDE THE EXISTING MH LOS REQUIRED CONCRETE F TO)J FR J FRP INSERT REHABILITATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL DETAIL NOT TO SCALE NJT TO SCALE T 1/4( LETTERING 0) DM. "ENT HOLE , (z) , Iiz• CLOSED vI NHOLBS MACHINE EDGE OF RING ROADWAY MANHOLE RENO AND COVER, BV� ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI WASTEWATER STANDARD DETAILS "SRFL:oMNn O,)T"°NN"R�oSTT WAS FLUSH K imam BGP' OPENING -LCFEREQUIRED INHIBITOR oo DE MACHIED) MITTBSNMAa Ca1THra- THE \ 4 THE MANUFACNRING Ramo. FOR ALL PROMO. RING MD COVER SHALL MEET OR EXCEED ALL EPA ENVIRONMENTAL �.of W4 COVER PLAN VIEW FROM RECYCLED MATERIALS. THE CONTRACTOR SHALL PROVIDE CERTI.ASSEMBLIES 0,40 CASTNGS SHALL BE u° .N. NOT SCALE / \/ \I / / \ ` PROVIDE G D OPENING P — — CLEAR OPENING MANUFACTURER (I) EA RON woRNS MODEL NUMBER*INFLOW V-I168 INHIBITOR GASKET i ' U.S. FOUNDRY OVm- =Botxsse 2za IRON W ME ROSFa 22, 3(z) U.S. FOUNDRY (g T, PER MANUFACHIRER PER MANUFACTURER D EOOALH(MADEDN THE DSA�SHeLL (ii o aE za DIAMETER SECTION OF RING & COVER RING & COVER RAPPROVED LIST u.r. d{oe N° a 0ae9a s.s>=as. APPROVED Fv°RoiREMx:c_ 4 'n-.o e - f r°s MAMuvnTURER NAME °nA MATERIAL w¢o1TIiSseoRsrEL (s) HoPEzwomEIg RiMc. 0-025 o azs SNORT R.� s n_TEc eoAT MODEL esc(SS) AND see MODEL RGxe (S STEEL) yte ss 1 �t / m ASTOPPERMUST n°T sua SIMILAR To PPE JOINT Aro BE To L EsnnCnn mAwunc VM as OR wmsero .STING PRESSURES q E � -_�. \♦ a�l'�♦♦ - I3I`III'1�x11IsI+1sI1I1I1�I�III1Ivg♦ \ COVEN PVC 6, CEMENT STABILIZED L .1i�1„ REINFORCED °u (PROVIDE ourwi` Ersureos I A. URBAN L ENGINEERING n/01) �PMiiNews: TIP. OR _iswCK(E Nue eqp EZzar 8.sEEPP .EEL S0 ° \EEw ` r BONDED JOINT s ry CONCRETE GRA (aS,e(nunEs APPROVED ARV TABLE . APPROVED ALL .-L.i I TI \ sTAnoew - 100 PSI I AL (100 PSI uHo ogv°� SUPPORTARVsnow uns oEVArtTMErr�EDT). FITTINGS ASSOCIATED WITH BY vCOLOR BE STAINLESS STEEL uno V a SCHEDULE PIPING / 111 TEE CONNECION SLOPE 18 101 ,O° PRI °°nERTP ; 3 L CONCRETE FOUNDATION�/0 SEDSTONE Twn° E WATER ARE) UNLESe ( ° PIPING ,,,% eLR. M`:3. NS� 12. DRAIN HOLE BETWEEN CONCRETE TOP OF CONCRETE SU. AT o°of FRONT VIEW SIDE VIEW 'ASS' MANHOLE OZ. LEAST , ABOVE osR°C° Pur LEVEL ex BOLLARD DETAIL DEEP CUT SERVICE CONNECTION AIR RELEASE VALVE AND MANHOLE OPTIMUM M01STURE CONTENT 00110 SCALE NOT o so E NOT TO SCALE SERVICE CONNECTION NOTES: DESCRIPTION TENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI WASTEWATER STANDARD DETAILS P MwHEH 2 OR E-01.4WAY 00 SIDEWALK E Rs n n x n e s SOLVENT HEA°E° PLUG AND/OR CE. USE WYE oR AT 01 3/J[ JE°°ED� PROVIDE A °W o. USE 4 0 ow°M°�ow.°[MMnMn[. °wR 0�' ° n°m HC .ePHEROm ^ LOCATION M 0 zJ. 01 �n VARIES as BEND USE MISSIONRUBBER CO.LAN CLEAN-OUT BOOT ° S. (E0) MRs> o MRoz. NOT To SCALE NOT T SCALE R E RnooSHEAR Rn0 OR IMBED) _ ° • R �e M R D• r+ w R w` �',''-'- 0 ,�s.wwn 1i♦"♦♦ 1 �� '6.:E1:TON'Ail USE ES (2.01) VER Ne 4/1 /a. n ”/REc°aR E. w.E. /x e. Sr HDPE an 6 R V) (mR u EOR e o� CURB BURY IO EDP ze FOR P I SECTION A -A SECTION B -B PIECE 01 14.4 WITH POLY PROTECTIVE END CAP ON EA. END. NOT TO SCALE NOT TO SCALE SERVICE CONNECTION DETAILS STANDARD SERVICE MARKER TYPICAL CAST IRON CLEAN-OUT BOOT REQUIRED EACH STREET TAP NOT To SCA. UNPAVED . a COATED OR STAINLESS STEEL SPACER BODY �CARRIER E wIDrH PAVED PH ur reran. NOCASE SHALL Ex LESS THAN THE THICKNESS PAVEMENT. PROVIDEPRIME COATCAL. PER sr n No SHALL REPAIR BE _CONCRETE REPAIR,z LESS N1ETc"rvess of EXISTING CONCRETE o B ,t''' {f^,I - STEEL cwc PIPE ��►DO NOT GROUT TOPSOIL SEE TABLE 2-ITEM B (UNPAVED WELDED STEEL OR RNnRP��'�wsmE of CASING y N .w PAVEMENT IXVEGUT PAVEMENT. EXIMPISTING LTLA� RITnrvERE 4" TO 10" CASING DETAIL Y,. !'36,.._.-36''';t\ 4,l LIMESTONE BASE ORAPP 1' 0 D ?E20 r.DTpEx �. URBAN L ENGINEERING OTro54+B 45 COATED on STAINLESS STEEL CASING P �'ns of"y WELDED rrE¢ OR nxxeRsuPPOnT /I( ..01.1 w'l�.saarusnRurvxws 94+,. /N MwrvEnABOVE PIPE o THCKNESS THE EXISTING ADJACENT E. T STABILIZED ni. QM CM/) NOTE: SELECT MATERIAL FROM PER CIT, ORO. 030040 ARTICLE MOOTS. AND EXCAVATIONS, A PERMIT EXCAVATION ° R IMPORTED FRONT CITY DEVELOPMENT ,ERvIcES DEPARTmENT IS REQUIRED FOR LE z ITEM A ALL UTHrorSTREET CUTS. TiE (nwEo AREA) oR NEAR PERPENDiCulAR xsrnueoTarDern." ANAOR LBS. mu_ ROT "P.m Imo To 12" TO 36" CASING DETAIL ON/CUT SHALL INCLUDE NOT ro B 4+B DISTANCE X11)' WIOEFOR ` —ALL BEDDING NG AND INITIAL ` a:; amMEP°.EP. FO MLLE« OR Lso CITY OF 1 CORPUS CHRISTI TEXAS ENGINEERING SERVICES - o BETMEEN SPACERS CUT AND RESTORATION NAN THAT INDICATES THE GENERAL NATURE ROADWAYOF THE PAVEMENT AND RESTORED, CARR. PIP EXISTING PAVEMENT SECTION OFKNOWN),ON EXCAVATION/PAVEMENT R �D APPROXIMATEINCLUDING THE SEE NOTEPIPE GM . z TELANE,. MATERIAL MUST n,NRMITAPPDURGN. RHwx IN SHOU CASING MAXIMUM OF ONE TRENCH BACKFILL FOR WASTEWATER LINES 0E °F JOINT CASING DETAIL AND PAVEMENT REPAIR FOR UTILITIES NOT TO SCALE NOT TO SCALE GENERAL NOTES FOR BACKFILL TABLE 1 BEDDING AND INITIAL BACKFILL TABLE 2 FINAL BACKFILL (BELOW PIPE TO 12" ABOVE PIPE) (GREATER THAN 12" ABOVE PIPE) ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) - Cn w a _ N s �CC- a o s" z L as w o Y l_d(4) � UNPAVED AREAS PAVED AREAS _ CASING NOTES: AIL REFER PO BEDDING ENGINEERRIAL 4CREQUIRS REQUIREMLL ENTS: c.AN THE %owlNc OR OR SANDYMATERw. PRODUCED BY CRUSHING OF N R STONE OR GRAVEL: BOTTOM OF TOPSOIL BACKFILL ION: OR IMPORTED MATER EIT I. CASING °METER. LENGTH.LOCATION.WALLTHICKNESS 50000 BE PER PROJECT p Gce 061E+4+l DEBRISOR ANY CLUMPS .- - ' iMx°M oi 2. al3. sEiEAN;Nm aaoODC,"5`�oa R"`wESUPPORTED G° E )D BY BOLT-ON STYLE ONLY ON CARRER IX41PEs.P E06000"E0XPEI 0MRR A"rTS' APP APPROVED BE USED. 4. CASING Hwy"CE"RR"x"IS`xmEwnmE:TMNMQM"eLN FASTEN +ANON B B. SPACERS AT wEpwicPO s P°oFRiio SPACERS ou�ln ENSURE :TwT THE aRRiER PIPE Is N END SNALL NOT , FROM THE C. CASING SPACERS SHALL BE INSTALLED IN THE xOF THE CASING. SECTION. CENii R O w FEET. THE MAXIMUM SPACING OF DIE CASING SPACERS PRODUCTS INC. MODEL Az ZIPPER PSI MODEL c END SEAT OR AN AN ADVANCED APPROVED EQUAL. THE . L':.:; nTa,�,T ,.soa000noasssTascaso 4+r s,�Nosoo os,. d, ,...6,e .w s�..o..: a. c.,zn ac...- s z,>m ME ETNG THE FOLLOWING CRITERIA. x S or ASTM D248T FOR. SW GP-G1.1 SP-SMSHALL - SW-SMGW-GM °c ° jr SIEVE - I00% PASSINGNmp4 SIEVE -Boa MINIMUM PLASTICITY INDIES (PI) - NP TO So MAX. Tronrorv7o SB. USE CRUSHED C) sTo 8 0usx 0S ()'AvcL) „WILT CONCRETEA. COARSE AGGREGATE T.6O0 REM az, GRADE z ac OR 4. DR S. CRUSHED LIMESTONE PER MOT ITEM 421 GRADE z, n, OR 4 LOOSE UFTS TO BE PLACED 10 M0%. COMPACT x SID. PROCTOR (0698).'B TED TO B F EXISTNG P�IM06+0 x. THICKNESS. PERFORMED (CONSTRUCTION x - SALVAGED To BE PLACED ON COMPACT MOISTURE 95x 0666 STD PROCTOR MAT R4+ FROM EXCAVATION N USE CEMENT STABILIZ:0 SAND. SEE TARE .2-ITEM B BELOW. ROAD RASE To 1301.9 o .ENT STABILIZED 0BACKFILLESHALL BE EFOLOWING 0 SCIS SI EEE7 THE AND SANDN PASSIRAOATIo NG _ #4100 -100 /z"o P F D585. MOISTURE TO COMPACT TO srox a TO ((+% z0) OF OPTIMUM. — o SHEE1 89 Gr 127 cccreo DRAWING NO. -9X nv rrearcT F E15109 U.E. JOB Na. 0080005.04 o ti® I A. URBAN L ENGINEERING 7/ 1,,1f 111111111111/ 1 >` �- 1 ill N_!a_ _ c - -r ■111 11 ■ L` PERMANENT s00x now Dun 1 L -`PERMANENT e00 now DAM TDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) SWPPP BASEMAP / '..-PwPMw, „„ nog, omn 1 PERMANENT ROOM FILTER DAM 1F� (WI 1 :Ilii )4 1 ) ' 1 us "— LEGEND: IEURBAN ENGINEERING . FC,F/ � BEST wwcEUEM PRACTICE NEEDED ® Preo'H 1//1 1 �Si ,N„ „0_,„ of' �,. \�tilirr fMET PROTECTION —_ii BVD ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STORMWATER POLLUTION PREVENTION (5+00 TO 10+00) - /�� mow_ I� 11 �� .9.,.9.,.9.,.9.,.9.�9.9.�9.9.�9.e.,,.a.a.e.,,.e.� .e.,,- CHET PremECT��_.:r— d On lB I FILTER DAM 1 I 1 I G. C.JOB No.08896.85.04 9 11 o IEURBAN ENGINEERING . <-1— I IGO R.MALE, INLET PROTECTION P.TECT., F ._,,11 � `w l IV 1- / I§ _§I I 1 I J Ff,FNfl. I -- BEST MANAGEMENT PRACTICE NEEDED ItI I I I INLET PROTECTION BVENNIS JOSLINDROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STORMWATER POLLUTION PREVENTION (10.00 TO 20+00) 8 jz N NI ICO O -- i_ - _ - - _ - - _ --0 - - 0 - - _ - _ - - _ ID-— ilt , Preo,« SDN — Z 00 FI I 1 �MSP n*a i'` 1 PPSa,,.P,'.. ..STwomP MN,wa, PaN P., mo„P.„."". a. D.�,P. ,bs—s,',M O 01..JOB NO. 0888615.04 IEURBAN ENGINEERING <1,5-, / la col 1F 1 \ 1 FCFNII• eEST MANAGEMENT PRACTICE NEEDED 1 1 1 NO. DATE , DESCRIPTION ENNIS JOSLIN ROAD EXTENSION ▪ HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STORMWATER POLLUTION • PREVENTION (20+00 TO 30+00) N� a F 1- «, 0 F _ 1 a;, ---------------- Ii a w w w w 1 caowasoasaasasaasowasTaaraccaaTamou.smo„m.,, staaaa=a. o.,,o ,o+s—s,,,M 1 1 1 � iQ U.E JOB No. 08896.e5.04 � � INIIT PeaTECTau M I C URBAN L ENGINEERING INfEl PROTECTION ' orII o IJ FC- BEST MANAGEMENT PRACTICE NESE DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) STORMWATER POLLUTION PREVENTION (30+00 TO 40+00) SITE DESCRIPTION EROSION AND SEDIMENT CONTROLS LE ,OB NO. 08896.8E.GA Ro✓ PTa ' ""SOIL STABILIZATION PRACTICES: SEEDING OTHER EROSION AND SEDIMENT CONTROLS: MAINENANCE • 9/1+. . EXTENDING FROM ENNIS JOSLIN TO ANo ALONG PAUL LONEs w CORPUS CHRIsn TEXAS PLANTING,SODDING, OR SEEDING OF NEW STREET CONSTRUCTION WITH SIGNIFICANT OFF-SITE PROJEICJAMER,PAI _ MULCHING BLANKET PRD�EMENTS. _ BUFFER ZONES PRESERVATION OF NATURAL RESOURCES OTHER- L, IEURBAN ENGINEERING MAC A NEW STREET STRUCTURAL PRACTICES: SILT FENCES_ HAY BALES_ DITCH REGRADNG GF ANOTHER =AM' INSTALEATIGN OF DTIDTES _ ROCK BERMS _ DIVERSION. INTERCEPTOR. OR PERIMETER DIKES _ DIVERSION. INTERCEPTOR. OR PERIMETER SWALES WAS1E MATERIALS' _ DIVERSION DINE AND SWALE COMBINATIONS _ PIPE SLOPE DRAINS _ PAVED FLUMES ROCK BEDDING AT CONSTRUCTION EXIT _ _ CHANNEL LINERS STORM INLE1 SEDIMENT TRAP_ STONE OUTLET RES HAZARDOUS WASTE (INCLUDING SPILL REPORTING): _ CURBS AND GUrrEPS _ STORM SEWERS _ VELOC1, CONTROL DEVICES _ EROSION CONTROL LOGS OTHER- SANITARY WASTE' NARRATIVE - SEODENGE OF CONSTRUCTION (STORM WATER MANAGEMENT) ACTIVITIES. OFFSITE VEHICLE TRACKING: TO1AL PROJECT AREA: 16 ACRES TO1AL AREA TO BE DISTURBED '6 AMES _ HAUL ROADS DAMPENED FOR DUST CONTROL _ LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN WEIGHTED RUNOFF COEFFICIENT: (AFTER CI BV� ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI STORM WATER POLLUTION PREVENTION PLAN NOTES 1 of 3 _ E,CESS DIRT ON ROAD REMOVED DAILY STABILIZED CONSTRUCTION ENTRANCE COVER AND % OF EXISTING VEGETATIVE COVE, EXISTING SOILS ARE USED AS FARMLAND OR ARE EXISTING GRASSY SWALE, CORPUS CHRISII BAY. 1HE TCE0 HAS CLASSIFIED 1HE AOUAIIC LIFE USE FOR THE CORPUS CHRISTI BAY AS ..E,CEPTIONAL. AND .0,STER WATERS'. Tag ALSO CATEGORIZED THE CORPUS PERMITS: OSO BAY DRAINAGE BASIN THE ECEIVING WATER FOR -rHE STORM WATER RUNOFF FROM THIS PROPER, IS THE OSO CONTRACTOR SHALL UTILIZE THE S1ORM WATER POLLUTION PREVENTION PLAN BA,'THE TCEO HAS CLASSIFIED THE AOIJA,C LIFE USE FOR THE OSO BAY AS 1,CEPTIONAL.AND ',OYSTER WA-rERS., -rCED ALSO CA-rEGORIZED -rHE RECEIVING WATER ..CON-r AND SHALL OBTAIN ALL PERMITS AND FULFILL ALL PERMIT REOUIREMEN1S. INCLUDING AS AC-r 1,0,ATION,H. NT (NDA REQUIRED SITE POSTINGS AND NOTICE OF TERMINA,ON TALL MOST ACINITIES INu BE PERFORMED AT THE MILESTONES REOUIRED BY THE Storrewater Pollution Prevention Clean Water Act section 402 Ilt minotian Issues is or coprojects): U.C. JOB NO. 08896.85.04 ,,0 f> {a (��..�=� p }1'��[_se 1PDES TX15 150000: Stormwater Discharge Permit or Construction General Permit ed for p fused so must p se meat ton lit No on Reay ere ❑ q red A Ani N with TOES Permit TxR IKONn1r g sion one sedimenlolion n accardonre SNSP and 'erose when nesesmiyto control pollution orrebone by me Eng nee'. occes.�ble m lie pabl c ana �cCn iPn m ether nspermrs or neer me one 4. When Ca-tractor [neje, Sped. s (PSL's) insrease disturbed soil area to 5 acres ar mare, submit Nal to SCE° ana In EWE". r sFeays. waterboe�es ane Wetlands clean Water x1 Seclons In the even) historical artifacts (banes, burnt rock, flint popery, ole) or found d ase work n the mmedate oreo and contort the g r mmede III N't on Reay ere ❑ R ga red �, on Ani N t. 2 E ,v g tion aesoarcec General (applies to all ( ) ,in Fa moteriols by conductIng sorely meetings prior to of potential t E that t n protrective e t t ° maObtain and keep an- sil e Mote, tDo, Sneels. erials ) products n M1e ents.pro project. which may include le but anot limited to me following cotegories Points. adds, solvents. asphalt products. chemical additives, fuels. and concrete curing compounds. or additives. Provide protected a e rope, off e ground on covered, oby r products whim y hazardous. 51.1. he Act Mointoln n odeguote of on-site spill ted In the 1.55D5. In the event Intek actions to mlpgate thespillresponse n me 1,15[15. in m nce with sofe work rocticees, ondecontact the District spill Coordfnotorim a ei0 T eono-acmrd shell be responsible for the tierr product following a g p e detected:uv. Contact me romommem and cleanup 5 •Dead or distressed egetollon (nots t' e as normal) ister, baneetc dors Evdence of leo htng m seepage of substances My Off discovered a �. URBAN L ENGINEERING — — �- 4, & 404 USAGE Permit required for filling. dredging, excovoting or other work in ono water bodies. rivers. creeks, streams wetlands or wet areas. The Contractor must adhere to all of the terms and conditions associated with the following permit(s). ❑ No Permit Required ❑ N uonmde Permd t4 -PCN nal Re urea (less Inas (Flan Dere waters ar we lands adMed) ❑ N Iaawae Permit w - PCN Roo rep (t„o to 01, arse, Tn in Idol wine,/ ❑ 1.0,551 e”, e acre ❑ other Nouonwme Permd Rebored. NwPp Preserve native vegetation to the extent procticoL ❑ N Minn Requ'M ❑ R qu red Minn ACIon Na V. Federal L... and PrOpOSed ...fined and Endangered Species. COO, Nadi., emdence'S.. 1 p SDS. hazardous malenals or contamination an site. Hazardous Mole. or Contaminatlon Issues spedllc to this Project ❑ N Mion Requ red ❑ Required Action Mit, No. T. V5. Otner Environmental Issues '' State 1,sted Species.. Candidate Species and Migratory B rd.; ❑ No Myon Rega'ed ❑ ,e5lutred H5uan oanade apps mbl g or s�te spec c erwroame,tol �ssae=( ❑ Na NNuan 1,m,,❑ Rega vee ncuan DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) OITY OF CORPUS CHRISTI STORM WATER ENVIRONMENTAL PERMITS ISSUED AND COMMENTS (EPIC) oT 3 Best Monogement Procures Erosion Sedlmenlollon Post-Construction TSS ❑ Temporary vebetalron ❑ ml Pen, ❑ Vegetalve Firer Stripe ❑ etaneets M i nq ❑ l'ED ee'm ❑ ne enlm In t on ,Sid" I, Malin ❑Trmogalar litter eve ❑ Eeeaeee Belenatmn ❑s. DB.., R,.m ❑mnstmcted weuana, ❑ In rre tilt stole Els. Bole bite ❑ Wel Bost, ❑ plversan e 0E55. erms ['Erosion onro am oat ❑ G son control cam os1 ❑ Er s�aa centra mm cot ❑Mum E�Iter Berm ana sods ❑ Ilam Euler Bean and Soars LIME'S Firer Rerm one Son's ❑ m yet frier Rena and S.'s ❑ ce pall filter Re'm ane Sanas ❑ Lb os1 filler Berm and Sadrs ❑ Ve ran tined 0nues ❑ ,,,,,e. ou. Eedi,,1 rope DSO, Egtn See ems ❑ se invent Basmc . 00000U,OON6.5.,11,. OP. DUO. eienoeSoed by Diego, an Deo DO 2016 - ganees or s ond obityla ne listed species are observed, contact the Engineer diotelre may notwork in Ihe ed mo ve oil, de species nests from other structures nesting of thewither. nests. r smkh les are dscovered, cease work in the immediated area, and contact the Engineer immediately .,)-JT'so'n'V JTE:L J.T BMAtfo' ‘"" 8' USUAL 8' II F.,EN F,srec,0 Top sTR,ND oF wEL.D U C. JOB NO 088,6E5 04 , -: (N (ago mN„,rm .1—, MA:* -.....- a , 2,-o 1 N2r,,muzio7;27gmcnomum It 3737BEENBE ZETBEBRB""B KM Tgv,,,,F,E5.,`,,,r,TE=F CURN INLET- PLAN MANHOLE-PLAN OL j.,' 2 B5MBBEBEBIEBENZEMErPBBEEBESBEIZA5r"" REFER TO ...RD ,1 3 rc'E Ninv.,==f-F="" ---. — .24. su F., TRENCH . FILTEP EPEPIC G.P"B'E'"E404,.......71/111111 PLERE . OE .3.5 IN. PE, E.INST TOE TR N. AR. TEMPORARY P/LTEA' FABRIC INLET PROTECT/ON DETAIL ERB. POST 15- ON E'BH ..' IE URBAN ENGINEERING q :,R 5 NON TO SCPLE NON TO SCALE NOT TO SCALE SYMBOL: ---53E--- TEMPORARY SEDIMENT CONTROL FENCE DETAIL VARIES — REFER TO CHANNEL PLAN & PROFILES NOH TO SCALE A IDIDENT mgrfo, FFNCE t iwe rinny, INF, 4 ' rffiRINTIFffrt Z,VFL„,p,,7•EN'T"''aTEPU'Fg''' — ,APV173W-7647ANCIONCiONMMONWO ,_ "PM El- ?Mt 0411 ms **ow * • - - THE GUIDELINES 51101. HERE ABE 5.3ESNION5 0.5 AND ONN BE ROO.. 4.1.0.4,-.1., ,,,,z, riov, ,reE oE, , IHE ENGINEER INLETBBOBBEINg5 3 .alBC"SZCB.; EAIN SEE NOTE 6 LA La al„m„, BE i I " f 1 'I ' (NENEErporNBN ,,N) ROCK FILTER L7AMAT 50 MIN =UM EARTHEN BOTTOM CN4NNEL 2' MIN. ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF CORPUS CHRISTI STORM WATER POLLUTION PREVENTION STANDARD DETAILS 3 OF 3 ""BEB B"BEBB FEBSSEPELFBETB4 BEg 5B 0."EB"E" EArEMIS ION, 50E MIN r zo , „. AgirditkInfik. Nii?Ve•mAaralik, SEE NOTE 1 "BB "BB" 411100taltk, " O CURL? NW. AMT., - - - 4:14 Eg;k4:47isl','ETN4.71MTV0.7" 4- NEE INLET PROTECT/ON DETAIL .1latrealetlitorab, egAMIrdirsimaskvanto - ,p 3 EEE EE NoE„ SECT/ON A-A _ 1 - „NEE PLAN STABILIZED CONSTRUCT/ON ENTRANCE rillin IN, PROTRIIAN NOIFt ROCK Fp TFR NW NOT, rclNiTRIKIWIN FNIRANCE NOT, 1 Tc°E:=EczT=NT,E2°NL7Hr= r'ELL,g,=,^Tz 0,,= n^2.,7 1 „0— — „-- OFp : 3 NOE BOCK EIDER 0. DIMENSIONS 511. BE N5 INDIC.. ON TOE .NNS Ups ,,YH,,,, ,„"DBE „ "ENB=BELInn CHEN ESBE1F"nOBVBIBBESZBBNEGBVIIB711 POCK FIDE L BE SEC.E3 WITO ..INCE GALVANIZED WON. WIFE MESH WBH I B ,B4.N Trg7o,t B-EBBBNBLErE ZT.AB.B.4"57."EBBEBBREBBBL2rEEBBBN=SVEDENBREEZ ' DO p BB , ENIk4BiBNEBSESERVE,BRWEAtEN5VD'EcE,Bilr1F4'N 7 =;`',A7FAMK."'0,,A T'TEM,",,n,T,g 'N"""'E M"'"E "EBEB EB 4 E'CFNB4TE'RFRBEZTFaNI;I:E.7"PEN'BHPLiiNBN3147F ESPEOPB'FBBaGD"B".4141 5 INLET PROTECTIONS SHALL BE REMOVED ..ON . TOE SOURCE ...ENT IS STABILIZED EB EBB "'BEE'S BBB" HEBB" "E """"BB BEEE7 BBB "7 BE "'BBB BE7 E" "'BB" U JOB ma. 08896 B5 e O. \,1 € i��)� .x�n 1 iuxz.G 1;7' (�_y) `,41 MAG (pp_i� ROAD WOR (xxie') D W Wii-U ROAD I (.3-3 -LOSE k011 11111111 1 El (3..3,3„ e) �� ('''-:4 ^=y`fsse mer. ^� ° mx 71 ■ -• n ®� � nxn� �n IEURBAN ENGINEERING � xa °z)� -E :En-6°:1':'w ""s' ""`' � P 20 HOLLY ROAD 5 ¢ 1M W ow `-. Z p 1 �� N�.WM� � en o CO WILLIAMS DRIVE iev M iev iq o- ROP➢ VKIRK (xliej (V. NI ixxae-�,404 is i (�,-Ie) 4 b iWOI )� (�� �� & �07 I... cmmucnm HHH u.xi:�■y�y Ulm 11 �� iwrM �B� ENO ENO SIDEWPLK ROP➢ WtlRK ROAD WORK i Er) wsr n �I ( CLDSED lik,k. n I --I .oar nxiej m -q i1°°'� �a® ® TRAFFIC EMS CONTROL— JOSLN ROAD NTERSECTION & OF HOLLY ROAD go zni I' TRAFFIC EPNS JOSLN CONTROL— ROAD & NTERSECTION WLLIAMS DRIVE OF BVD ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TRAFFIC CONTROL PLAN SCALE NI S 30 20 10 o ° vao ` L NOTES 1. WORK ON PAUL JONES AND HOLLY WILL KEY. x y O REQUIRE TRAFFIC CONTROL IN ADDITION TO WHAT IS SHOWN ON THIS SHEET. SEE SHEETS 100 TO 102 FOR REQUIREMENTS. H El E III BARRICADE H °TYP TYPE E TN. MOUNT QED � ....._d r . REFS ..ZED DOOM = • s T � z ,-„, CLOSED cnuuxENZNO PENCE . REELECT.. DROP wMaRN uc scw SIDEN'AX CLOSE) we -z) n.xn� = a DIRECTION OF TRAVEL BB) _ E.'ND77D7MND EDDE. 1......1 CONSTRUCTION AREA SLOPE WORN AREA ■ OPPOSING TRAFFIC LANE MILERS TYPICAL EDGE TREATMENT DETAIL ,BLE ,."` TYPICAL CO STRUCTION WARNING SIGN SIZE AND SPACING S IEURBAN ENGINEERING . _ riwpx c`r 'r.saxs coxr°x. c°a° `w , sc. S�E°c5 Sia LP _ TABLE B 10 7E11 Is o a EE TES.sEREEt ow 30. 150' 165' 180' 30' 60475' 120c 35 L -E E. 205' 225' 245' 35' 70460' 160' 40 5' 295' 320' 40' 80'-100' 240' 45 450' 495' 5 - 50 500' 50 55 5' 660' 55' 110'-140' 500' 60 L WS 600' 6 - * 600' 05 715' 780' 05' 1306155' A 700' 70 600' 770 940 70 1404175 6800' TABLE C BVD ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TRAFFIC CONTROL PLAN DIMENSIONAL TABLES 25 55' 30 120. 40 45 1701 220' 1335 U C. JOB NO 08896 85. aG Gg • a€y§n g n5zpo S • • END LEGEND ROADWORK ROAD o".°.sa%l:lad ® Type 3 Barrraade •• loee k; WORK ia' x z4 Sea note 2l♦ ...v work venlcle ® " ° uc orna 4M AN AD Ise• note nA . . ft r F aan'n9 n�edOnprd ,q IMI 88 avees len °P OHst RI +`•`xtWag.�s• ROAD I END I ROAD 'e' sen <0 iraff To Flow 1 ♦ . Sea note e �evlceate f21♦ _[T.:11.2 WOR WORK /BeB F a0 y Fiwu•r sS�,o � [fl EG'RBANl ROAD a no AHEAD ¢B RORrc 0 AHEAD � 4 L c ��.. 48e X 48T i + * e iias note 2e� e ° T w wa�l�Nu,lum .nw .R;: N rn yr, see 11 A . ,�. s..rote Rb s S on.,ma. 6 nota •ry 30 z � 35 I's,„. E� 5' zzr z4s, io• iso' 1zo• � uflj 40 265' 295' 320' 80' 290' 155' yy 1 45 450' 495' 540' S5' 90' 320' 195' FRh 8 50 500' 550' 600' 50' ,�o• 400' 240' Psi ss w L S 550' 605• sso• Ss ao n �8 = • • 0 65 GOO' 680' 220' 50' 120' 0' !II Yj ,p Rz)� b N - ve I i0 TS 200' 250' 210' 825. 840' 900' 20' 25' 140' 150' BOO' 900' 475' 540' — •� Ize. note Cln ng 1 o n �f f03e _ see Note 511 Convention Reade Only SS. raper I•noth• nava been rounded off egg minlmr +wa ea l ne nwvshotI$ f_ �`so traveled •_# Sry*!�rntogracei. •� ..=° SNORT INTERMEDIATE retl hlio1!; runf_ lanesa ,��a�le by g5 wehla n Tw. 19n 1?1 rotas 2 lcattiindy e R — devloee time • a� GENERAL NOTES 9.• .';ante. dtr9'a a _ naw mram•d n m EaOTR x Wmow,s m'ain`.`pimal` .�rk,.a""nlen frlugl IREOas��by'o E eatnMea9 8 51n a Por ra4°r'aOo1'. maIntencnrse ISI Iw ecrk vetrlclae m atter eylgren, anwid be ovkeJ mar +tanri-M . nfrIker. um ill m I vN ire aM ro r m� paved Yaulder. 30 10 100 affrotl,q XatmrfanmaN NONOnOe a a01lty 11* Ore.athe 4m•"�`w[fe`w�lt on ber o"Wvuee�Y wee no m Wt wriOltlms reylm Me frar+la CCntrvl `"r`em4tn In plCCq`Tyq� ynkropdea m oiryer ary4mal Iziry devr<ee ncy De maxiiitured far MA Manic, ore 11111. next None snares 5. Additional Stio4ow VAIN. rIth 66. may lee mealtioned off the paved -tar N,•,1der .ark m dr.rd•ean,"Inl>re•,•cY. me,see tfrv21"SY'S B' alyi• m4y wee in aiaw M Erz0-ID BVD ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT TRAFFIC CONTROL TCP (1-1)-12 note 21�= ENU ROADWMtK nIr'�""xeeo':"a^e 4�fl. d for eroulaer wrk m «hYemimal V 0. ' N ROAD Nanrc +s» rota sly 15.a et. 2a� r� &E B o'ecr� I sl�Rl�aisrvcit luva5oz mkoo fotzlM ` err co a, aro m r a m nae AHEAD 0820-1: sea nm.a 1 6 n Ives a=zro • ♦ . I "�ir • Term Department 0/ Tran9/Maflm 4n1a ax'mRaa mien, TRAFFIC CONTROL PLAN ROAD• wog rc AHEAD RDAONIDIDRK ROAD CONVENTIONAL ROAD TCP (1-1a) TCP (1-1b) ^ - aelaae See rwtee 1 e 71 WORK AHEAD see rota zo♦ 0-10 TCP f1-1c1 9aeanofes A ,1 SHOULDER WORK TCP (1-1)-12 WORK SPACE NEAR SHOULDER WORK SPACE ON SHOULDER 1 WORK VEHICLES ON SHOULDER ©;OGT .[PMP, ,eN °. m •.� .. ,:T '° """ Conventional Roads Conventional Roods Conventional Roads rIPIE a.. ...�. I a� �I U C JOB NO 08896 85 04 G �a g'k 9''" al `cJ�i GgY £yep o za 513 'ro Sip, iley+lee ENN ♦ ♦ LEGENN• Dare a Bel. feC en NORK 4�x 4a ® Type Y Welw°. e o w1 z1ro Devices nay 2 ara LlalE ROAD Heavy wore venlole ® `r teddl 6' k�F RQ2%Q , 18Y0%8 34 P Rag wORX flHGO AXEAp ,5 a noN 45A I ter Mani" Fiatslrq .rrw Bo«a �?, LMJ or NeewOe Slpi IPf1151 ,moerm7r0.;7 -pppFg % "��VV� qKME `a� PREPARED TO STOP / a. r on 10 raffle s� i0 / A rl r1000er o - o [fl EG'RBANl -_ at ONCOMING TRAFFIC TRAFFIC -1- $aR / see am. II epeatro9dl.Ln ar . py�;pra Y6 • 4a x 411® Tem i. r •a pmT„,, A ting, �.. El;11/ Ixsdz pe+. al o9In - o a150' IP 1»dlfd. 1 e, a•• rasa / I.+� a120' arm # A n111XZP • XXX ROADWORK50 • / pees' leo• 50' 90' ear 1sr tutu sl♦ FEET• / 1110-2 _L. a z0s• zzs• z45' 40 T0• 1 0 55 xso• �?� a Crlonwl ltlro dvlw eep«afe pe Asr R4 [ Iexergena�. 45 0 450' 500' 495' 550' 540' 600' 45' S0' 50' 100' 530• 400' 195' 240' 560' 425 3 rvw MY {tiaA + erM eml ds�y 55 L NS 550' 605' fi60' SS' 110' 500' t95' 495' =)p V1S�L��F l de . .. !� o• ',Mx � tP �� 60 5 600' 50' 660' 715• T20' 700• 60' 65' 120' 150' 600' 700• 350' 410• 570' W5' a h �? , 5 r •• .#'� 70 00• n0. 1140• 70• 4To• n0' 1.• t � I 75 H L. �.1ape ;tans 750' �aa "1a.: 965' 6a1Y .,114&1, 900' T5' eePafeet 150' EFT, 5. pe Pd, 540' 5p»a11PN1 620' .� TYPECAL USAGE b 6 • Utile. MTh 1p9144 sld sr.r�Tdwr rLw sT.rlaxu+r L OA= 9 1 ire �iON a. ma �ipnIen5w robe 5 6 61 • 1 LL``:�� 8 GENERA NOTES ell $" Y6 F:: I T a, gleamy hteelel MIX TIM 2. e0nn ntem y rermlro, , ` _ it t a w to 'Alma were Mem re MOM., 2. Xs. a017RE0, exdar Mem anlarea alta fro K�mn file .mi mr d al�lee dilendel0, are 150.11M0 In me Piw, r°r ranlrc N hen D aaPOL.a d tn. 6NI�• 0 &W' elROM MeV Alm LAR ma. Alm m my be �wr�iea Mt. the ONO -40'0( LAM • Y E -y Or Strobe 1 Isee+nOtee 61 •1 oa:°c+amy e Mao. or an.d0 tlenae-nxAla 'TIE. m10Alm 1 .0..eimdi's0ere -. 2 • - ; A N 5�9 I ._ 5. • SNaar e nlale el. eI Me e.aoTM Moold be af en.. sure eliwee 'tltrlee It eadrsely rfeeel, . drbe Goe1traa 30 fi°MO Ieet ar.ew a' g c I • 44- 1 A in 83R (�%J \\ // RI -2 « x 42" x 4t • I L m zo-T e• z n• Ili of d eeex. If mama" p. no lamer de°R.. r a1'.r Aare dmlr, pId traffic control to remain ro O rW. d Memel Ir. ray d N%wtlturW far rd MO. Y4�i of N Type 6.4101110.1 Abd. YNlaiee alta MU My d 0d1t1one0 off Me 111.1 atopen next to ae In or. to prate& elder ears spree. ��Z i0 r TCPP 111-2011 BVD ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT TRAFFIC CONTROL TCP (1-2)-12 1 ONCOMING TRAFFIC 111 -0Xp Lsr rot. 111 =Al.. ° r sM l4Ae X111 1 CSg _ is FEET 1- 'YIELD' Alm traffic control my d La en Qoleaf..lr tar nom x ad0nr. aloe Meto-oe r proleete In mad fr. , .or lad nO lOrmer half a r1 In rural sea d rdday. e1/axlmo /ad rod tui, work 1 p1 ,4 6 x11 rote n� Mould De pe loreer man i 4 1 • 8 gh 9E PREPARED RI -2 'YIELD' 'YIELD' Aloe elm R1-1oP a 11. & a 7 foes Mama abetld dight. a0w a Import ro 00.1110 4000r)0• Memo arc, I a lea on a r TCP 11-2b) Q x i Tell 411• 1 1 C% I Q i i0 STOP /See note MA Na uxE ROAD 19. Note Mould oro raenrayv. antro d oar reale of flowers to o to control trarfla. 0. Ilfe Me of aped searce le . n er aq� ae dlTearnal or & milord berg roldNNd Max 1 Male d InereM a In oWM 1 nalnloln as ale 110.014er letu%ee dmdrc4 fR idr le �laROM ereepo t12. Merneilelm al. on alkmbar-ae fella ecom. d my e,l.roo .n.,: apt. °"d °dudes by td beta. . namInl es reeaerla0um edyxelrw205. peril« re carol /raffle ride Neale d 1 ONE LAX E Xao AHEAD a% Exp ROAD HONK 1 ... AHEAD 1020-4p e• x 4e'Tex55 • • LbpOTJnw4` d TFa7Mp0rfbNpe rem,°pom ay. I - 46 46 40 x :4 1 1 ROAD wOBS construct. « 1eeeNele«+ 1 TRAFFIC CONTROL PLAN ONE LANE TWO-WAY ♦ • ROAD TCP (1 -2O) wOR K AHEAD - TWO-WAY .. AH AO - 5.. tutu 17 TCP (1-2b1 �jeat aaaarraaa•a le.. ocn r Imine project es NOTES 111,0414, 8 '4l l ' NM TRAFF IC CONTROL TCP(/ -2)-12 ONE LANE - CONTROL WITH YIELD SIGNS 5e.rorall ONE LANE TWO-WAY pi"°'�,°sdrsee '"Ia--IM•j-:�' 3: (Less than 2000 ADT - See note 71 CONTROL WITH FLACGERS 1114 W.,. „n. I5ZI U C. JOB NO 088,6 85.04 2 .q . I S 04 Ii! ;r°;,°I.- 0 • Ce20-90 • •T LEGEND 'DV OW LANE OW UWE hee 3 Barricade 6 6 Cho.. Isl. Device. !COM ill ROAD ROAD 811010 WORK RDAD ROAD AHEAD 0., .. Tr.lmntee Atreator Iikel i'? BE ((DAT PREPARED :14 PREPAREO AHEAD .3-41 A.,...,.. Flo Meter°. Mgger olce Mr501 g Portable Lnereeable Mee age Slon 1PG1151 0 . TO 01 011 / 17/120-10 TO STOP / 0020-116 a- 6,, .1 *0610161,6* '4E1 4E. X 48. g -1'; 96• m.o.- STOP ..'gO.-te 0, Flab ao r lamer 2 rd URBAN [� ENGINEERING 1 t 4.. Oh ot kd eil i08 / See note 1, M / t2 1:2:`,g; HERE OX RED , / " •A t3 ' 1 606ted 1111* rormio tmer.i.r. , n .11%7,I.I. 8*02022 "s 7T° 02 / END Is, Ae END * ,,:, corm ,•• ! . OffsefOffoot on c Moor an o ionoont me,...mk., 8 Il.li WAIT GO• A ROAD WORK A 40 ROAD WORK 30 150' 165' 160' 30' 60' 120' 90' 200' I ` Al ON ON . .'. I:9- WI as 40 ,...f 205' 265' 225' 595' 295' 320 35' 40' 70' 02' 160' 240' 120' 155' 250• 305' © • A40 .0 ... • o.- 45 050' 495. 59M 95' 90' 320' 195' 360. 0'.1 / Se IpZI7nr ''' 50 55 L , 500' 550' MG' 60W 6051 660' 55. MW 110' .0' 500' 24W 295' 425' 495' 60 600' 660' 720' 120' 600' 350' 520' I. lt,! . e de • h ' „.• a( • 65 70 650' TOM 715' 760' 770' MO' 65' 70' 130. 1915 700' 800' 910' 075' 695' 730' /ii !El 0 r 0 / 75 **T0.1.06c.17?...ioL° lAn.iri:=1,6°Oi..a..1111 5•Paeted 566.11.11 - •• .‘ 2 TYPICAL USAGE t,-,, r r ...rI •171Vo]] l'IIITZZ AT, TiI•ErBitly elf]jlt I• • i 000 f -al 0 I.o00 a ..; GENERAL NOTES %NE g'1• ole19- iWa°',11.' w:oS'IrrShiiiM atdhs. tnrao08080)0Abt n t8s0. ' • 1 . I 502000 003)61. i7:'Vt 7lo:rr' . N 1 I • E n ao 601.0. tuoM e ele.d. one m. 1. etramfs15.e. -.olalorMe oMve,r. 5. Adequate steppingshortdistance met beorovlbdtoemMAO ccatIon for pptraoaff htoing 4. Each A AO Mall be mere... a Moll fleemertlfled fioomr. Flmaer• ....t],. MAO i eehoenplcdTl not.. - . 5. CM f moor My tea 67602 .., it. 1.10.6r NM al 6 emote 'b. 2.81.136 view of 1•716 AFA06 ore of the opprombing Mello In both dIractIons. D. It.. 1101.6 ate ueed, o flamer 000traillm •-•••• Moil be Mooted on mon apprPooN AO. drioli net . operoi. by me Mide OM OP.. L r os WMT ON GO ON L r m g STOP NENE ON RED 7. All AF Os Mott M .pto•••wiM pots arms Mtn on orame or fluoreemnt red-comme flap atto.ol to Ma end of the pc. am. lho floe Mot I be o MM. of 16. Moore. B. A 5nodow .1o1e Mtn ollle Mould . mod onto. It me M mettle. 36 to MO feet in Moe. of rho WOO of crew momme wile. alvermly offeatim Me m lama. m quality of the work. If worker. cre no Ion., Orin., dIt r]..] .] 1 , 1 DESCRI,ON ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT TRAFFIC CONTROL TCP (1-6)-12 • a © 1. • I. sock candIfIons reguIre the traffic control to rem. ,t place, 7. 3 BorrImeos or Met ...IMMO efeims may ho theMitutte fee TM Melow Venial., Old .. OPSIora5.10 • • . • s .mo '.I . BE !0`°:p21.1.8 L . -.1 2 6 ., no 15/ BE PREPARED 9. Additionol Stso. veto.. with IMAS nom C•13 osaitioned off IM Lamed ...]•• ].. to to ott wier sork m. LMom Moon In order precd to. Moment s.ld use .oroy radios or otlwr method. of •••••]••]•• to contro] tror.. 11. ength Of Mr6 M. MM. be Oce. On the ohl lity Of flOner• to Minenteate. 11 If . lark time M 0],..o •••• horizon. or yortlomi corn, 1fie buffer otimmmo •• Increased In to eletem to the AFAO. r 0 1 0 x a, PREPAREDC TO STOP ,„:-;,1 ... ONE LADE • r 0 1 0 wow 05 TO STOP ,.., 40. 0 NM 01( LANE ROAD ......] order mai.. elapplm elMt 13. Morrolizing Modals on . oanner line MY . onitted Men a pilot cm it, loodim Mgt, . mom. by . 5.1.65 0. the 121.2o7 .11A17 M STOM elm ore the 711.667 •60 ON 52.• aim sholl -):T0...17,..-41'--7:4:71%Tzn,717.1:r.2- 15. The 610-5 .570P MOE ON KM <mew 2166 stall be offset so oe Mot to oimmre lee Imam of Me /SAO. END ROAD WORK IROAD _., AHEAD 20-0 END [ROAD WORK 1 .s. aP;0]L- • • e Texas Dextrine's' of Transportation TrorfloOp.e. Mk. G20-2 I x • • 620-2 0. I ROAD TRAFFIC CONTROL PLAN 1ROAD TCP _._ (1-6o) WORK 48. X 4E. IF I arm- Me note II 1 ... TCP WORK AHEAD ,,,,,-,o *8000 MIable- 01 -6b) See note 1, For a.A.,,,otion or maintenance eantromi work, apeolf lc orokot r1A00•27=:11. be found . the proIeot GENERAL NOTES Tor Itern 502, Mrrloadas, Slone AUTOMATED FLAGGER ASSISTANCE DEVICES (AFADS) TCP(1 -6) -12 ONE LANE TWO-WAY ONE LANE TWO-WAY CONTROL and Tr..., N.' 'no. 01861 fehnory tO12 m moo ...elm mot 1116. CONTROL WITH STOP/SLOW AFADs WITH RED/YELLOW LENS AFADS I 156 I 'k's'il=iX4g 2...4r.irm0000kkoasomesxkowokorr.s.6626 moo., momme 5 sirdms or Dr.., am - mom. T U Joe Na08 . . B96.B5.oa • • • <•I'-'S(,I wl __F..... IEURBAN ENGINEERING ENNIS JOSLIN ROAD a IF a) 1 d F Me a.en.crosshat,M11,a,e ra, .41 m iv s i ... I i re i i � A�,� �a� oHEiNF�dG" it MTN T.DOT SLIP BASE SEE ... DET. SHEETS'S 1" • ©���s, 41 e D BVENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) SIGNAGE & STRIPING PLAN, ENNIS JOSLIN RD. (0.00 TO 10+00) 0 .3m- . DETAIL A ''g3 `..... ., . IIIIIIIIIIFIs�o�a, '.,. .. ox aa, .„oa �x P.kum ,Gaa G��� . �a<<P 1 Rom �< <W) Raw, �w,�.,. L — i MOMMY El WA= ® i 'wi', ENNIS JOSLIN RO' = — — — IF 1 //�® ✓/OAA -,-, 1 1 0 r 4111 i! © gas n� s��ai u,- ,i vs,3) .,rt� M e 1 gp �Em cao, .t,•. ,..,o s, o. o„so.ss... r AN'.. ,,,oa..;°°rs , o.o ,bs_ s,,,m I ENNIS JOSLIN ROAD e Z" z uJ w 0 �W (Bax cN.)c fOITTHAMEInrA 30 20 10 0 8 I x "FL 71(117;;; RE, PAP kINR 03,4.1151,411.) IN ROAD . 1!.1 „, 21,1o,2.3o1no2,9s,5oomwm,w.rriC CONTROL PIPH mo „ w E> r7i¢ SHEET 104,- 127 RECORD VRAIHING SIR -930 PROET, E1s10s UrJOB 00..08896.85.04 LEURBAN ENGINEERING 1 1 a 00 l i,;,xaR ri�� i«o:aan FE �e, \ ENNIS JOSLIN ROAD S CR. OR .11VALLN1 1 GORE MARKING UR (9,5(0859) 1 1 NOT l0 SCALE stir ( ( < on p ,9-7 13 m 1 DE /rvo �., BYDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE R I aS (BOND 2014) i SIGNAGE & STRIPING PLAN, I, ENNIS JOSLIN RD. (20.00 TO 30.00) 35 _....illin aaPo, 1 I— EFL iseeR1,oi,«ouaLLNI M Pb,7 k-4_ EFL Piwu,"i�990 yr NMI _ • DLP D '.v71e =s:=011oo oupsa,sgs.e5a.o.wArri,CO..wa„a.,,9,^.,.,,,.0.._,. o.,. ,P, -,,,,m QM a� 01008 No. 8104 LAB / PROPOSED eus aAKu[ui sneer IEURBAN ENGINEERING w; ELF DLL, 225 I —ea) n FE OLS ENNIS JOSLIN ROAD N , S,JOSLIN'ROAD . pp ELL P L FL PALL DPP Er •V 1 os L ap�N� 1 1T / LEL g J 3g 1 1 D BVENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) SIGNAGE & STRIPING PLAN, ENNIS JOSLIN RD. (30+00 TO 40.00) -a (5,1a A -�mP� SITE (SOLID)EE tq R ss= I C URBAN L ENGINEERING ° DETAIL A 7 °° q °o I Z �,,,E .a E � E O O O O o�% o o o o o o u o u 30 u _ ,a D RIGHT TURN LANE 7 MARKER DETAIL L ZE DETAIL Al SEE ofsuT e UNE LINES FOR DIVIDED HIGHWAYS rz° a s° e s° e 20. DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) PAVEMENT MARKING DETAILS .1 PAVEMENT WORD and SYMBOL MARKINGS "" a-n-n z swE ii-A-A ro, -c GENERAL Na3[s. i i 1 ® TYPE a n-n 55,P-1-2. II 15 1. ALL CROs WALKS AND STOP Baas SHALL BE PREFORMED HEATED THERMOPLASTIF ILLUSTRATION THEY INTENDED TO 2. PURPOSES ONLY. ARE NOT SPECIFY Dc R 3. ALL DIMENSIONS ARE - T/e" UNLESS SHOW, Oso E WITH TEXAS MUTCD STANDARD (SECTION 3,20)CIFIEo ON an Z.`:,..17.1- ANo UM:EL 4. wxrrE STOP BAP ,z ITE x—wx. PARS s, WHITE STOP BAR =ri7rr raa or =reue .z „SIT x—vm�. e.res r�wo �xou ��a .o T?a or „TITER rcu naareauuYf mi ss EErlr rer [DOES OF STOP aosswa�w 1 LI I C URBAN L ENGINEERING / mE 111111111111111„ ENF'EFC f ELL IS ""''''"':r 'APE zat asc urvrst k Ilk, Air �� re z, DTP ER=E re IiHMSAITIT MIDBLOCK nar aoa mraI rerex,�xxrexsuxw na�r� nos sere nrr.� I 7 I ,ir, Oreo (TYPE "C” CROSSWALK ) raM�xxaxs r�,ww na�rE <mL6 re..re.xMarE xm ,re xre�a.u< — STANDARD INTERSECTION SCHOOL AND NON—SCHOOL ZONE "A" a I;oPei (TYPE CROSSWALK ) CROSSWALKS AT INTERSECTIONS ZHL.PNACROSS HIGHER FUNCTION STREETS R gr "B" (TYPE CROSSWALK ) MIDBLOCK CROSSWALK, SCHOOL OR NON—RELATED CONTROLED BY A TRAFFIC SIGNAL SHALL BE A COMBINATION—TYPE CROSSWALK DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CROSSWALK PAVEMENT MARKING DETAILS (TYPE "D" CROSSWALK ) E''''N07ES. a 11 r re ,iEEoa E wExa�re ur nreo<. wre2xxEs sro< 11 1a. ExoxEEre�rerE Primum .. TH aro._ xo xor oa._ o..o-re —,,,a, h<, ° PLS TI ,. TRAFFIC COST, n reEREQUIRED.x (� Ear or rex rurea,o rreu. flare ya o m�.�m.m o, so-n an.R. u. ao.� �,� o� �os,.o�E o.a ,aor ao.. ,�"°• ` w CROSS WALK BARS (DETAIL "E") U.C. JOB NO. 08896.85.04 E i G�3�E aggolg Pa1m.�E,e sn�o,eo��e,�,sr�ro.� y mag,,:,,7,t T o �, o 0 0 0 0 0 3L 0 0 = TE. �°°AD0e ,aL�'�e 3 ,^.-4" ^',,. AIo,Esad�T � 0 Z�. Z iFE ill ? �Z , ,�_ ,r I TWO LANE TWO—WAY ROADWAY WITH OR WITHOUT SHOULDERS Pa mw y r ,. c min n>P.i �o � /� �e L��e e e e o ¢Le a = = '° = = =a�,�,e wie �< edge Ur, o = = =/ = e,,, — CENTERLINE AND LANE LINES EDGE LINE AND LANE LINES _ - FOUR LANE TWO—WAY ROADWAY ma:. , i,ak�le, WITH OR WITHOUT SHOULDERS „� ONE—WAY ROADWAY WITH OR WITHOUT SHOULDERS soom�ie� , el„w NMI. so Pa�mee�IN eTa _ee sO Po a ge / e „o�mom GUIDE FOR PLACEMENT OF STOP LINES, LINE & CENTERLINEAllrlibk N EDGE o- o<a owa � E edge Line =,so.r„ re=r TABLE 1 — TYPICAL LENGTH (L) m ,, AT I oO/-7/-7/7_/ - i _/ e 11111 1 L=V5 m TENNIS JOSLINo ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT TYPICAL STANDARD PAVEMENT MARKINGS 1 OF 3 e_eee wed, seep or vie, Line = = = NeE,¢L�e v'”<NneeLone Lew o NO-res. Ve",,;ms1Z , _''"'"°"'", „e¢a,.awme,�aew�,m w�ll„m„om,Ale,wmm,ne�„, �rm Me,, ,e ,e,e�re> a�. FOUR LANE DIVIDED ROADWAY INTERSECTIONS ROADWAYS W TH REDUCED SHOULDER WIDTHS ACROSS BRIDGE OR CULVERT em L°4(4E)2/6o- IN, e. roused la lea ri as Departmentlore Transportation T rn= aP t DM,. Tr.GENERAL NOTES MATERIAL SPECIFICATIONS ,• H H PAVEMENT see c,oeaeo� '/V77777 TYPICAL EPOVe AND ADHESIVES _ e./V 7 7 7 7 7 STANDARD Urn 01 „ ,�BITUMINOUS IVE FOR PAVEMENT MARKERS Dele–E130 FCR POSTED SPEED ON ROAD BEING MARKED LGDAD TO OR GREATER THAN ,F MPH PAVEMENT MARKINGS HO-I APPLIED THERMOPLASTIC DAIS-5220 3 I,.. „e PM(1)-12 aewa PERMANEN, CATMARKINGSPREFABRIED PAVEMENT MARKINGS DMS-8290 . Iv0V00000000 All p.emen, red.!, rnoterrole seal! meet tee FOR POSTED SPEED ON ROAD BEING IAARKED EOLJAL TO CR LESS THAN 40 MPH reouired o..Pee e v e Ploo.. ,ateieo ion: YIELD LINES e_ee o m �, U C. JOB NO 08896 85 04 E i gu �� _. REFLECTIVE RAISED PAVEMENT MARKERSIAL SPECIFIC IONS GUIDANCEEPOV, PAWMENT sN(aLVLm,naaemA - FOR VEHICLE POSITIONING AND ADHESIVES BIAS-filDel IT INT FOR PAWMENT MARKERS _, DETAIL A HEDETNL.a TRAFFIC PAINT DNSB2DD e Z FE Z m z LT, '- a �PLED,NERNnPL�� DAIS -8220 g` roe II-+ PERMANENT PREFABRICATED PeeeMENT MARKINGS DAIS -8240 o o v ontnuws o wovo un one ILEA All ,Aerne foe Doll rneei ine BD 1 40 1 4D 1 4D o 0 o v Ae� ro ons _ q. `LU 40 40 40 1 ,,,, e y pn„ _ G CENTERLINE FOR ALL TWO LANE ROADWAYS. <P 7---- Tw nc e SEE �E G CENTERLINE AND LANE LINES FOR TWO-WAY LEFT TURN LANE roe II -A -A <-.' - PL _G P PFR P (Top View) 8D = -B ''^, CENTERLINE & LANE LINES FOR FOUR LANE TWO-WAY HIGHWAYS be wow on eo- KD 7 LANE LINES FOR ONE-WAY ROADWAY (NON -FREEWAY FACILITIES) o'°re ® 811 (Top Nest „ na,mal L,aa an, ,a, ,a e Lnwa,d w,nn w , TENNIS JOSLINo ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT TYPICAL STANDARD PAVEMENT MARKINGS 2 OF 3 ® 2.2 DETAIL "A" DETAIL "B" DETAIL "C" zs mi� ' II II 0 11 11 11 11 11 11 11 11 11 11 CENTERU OR EDGELINE u u u u o u u u u u u u u o II II410 2 GENERAL NOTES 'I'd" '5,71t7 A n ne w WeiSECTION L'":,,v wII o u u o u u o m Im u w k BROKEN LANE LINE u �n�D > REFLECTORIZED PROFILE I , ones olaaa �o one e.ao or ono longio nm RAISED PAVEMENT MARKERS usuD REFLECTIVE ERNE PDETA MARKINGS IL VIMENe eas Dn Eoo.rao9t Do9OnEansEortation K POSITION GUIDANCE USING .,1 T RAISED MARKERS D Di 1E REFLECTORIZED PROFILE MARKINNGS RA -e 4 m�mne ® PM(2)-12 4 EDGE UNE Ore GENTERUNE BP,IaNAL s Ha LINE OR CENTERLINE 4 LANE LINE GE FM, D PPE UNE U.C. JOB NO. 08896.85.04 i gu � e�eo,,00iieea U` �,��<�o 3� w1��e ,aye ,��, Z � z i �x Lae e �, , � > ,A.. o� �o. o_ _,o� Nalliirr e e e e eo ro 55 z z z LR�aLR DETAIL A z o 0 ,, TYPICAL TWLTL AT TWO—WAY CROSS STREET AND RIGHT TURN LANE DROP _�, ua iwG�ary m�,i DETAIL C 4 1 J" eo w 0 e SEE DETAIL _ _ _ _ _>� GENERAL Noes ,aea�o�o�aPu ia,.me��ane ee,a��.. � e r= e,oT.� �. DETAIL B p • \ se e e ee,a.,� � ERIAL SPECIFICATIONS on HE E�aL A < rs��aw ,aa PAWMENT MARKERs e c,aeaeo) EPO. AND ADHESIVES DMS—filDO •": ' �"° °` °'°e ,�,e aye a„ow TENNIS JOSLINo ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT TYPICAL STANDARD PAVEMENT MARKINGS 3 OF 3 I. we FOR PAVEMENT MARKERS DAIS—6130 VHOT ,a, VN, xT DAIS-5240 TYPICAL TWLTL AT ONE—WAY STREET AND RIGHT TURN AUXILIARY LANE Mote.required Deportment., Speciflcolions deamWo f, COni� Eete be a'i�o 1 dPaio1ArR'—w, t,,4i,-., tlo .<,. e20 e e : e e a Fun Lane Nndin as Deportment or Transportation SEE OPAL 1 °®-----111111:41__ PAVEMENT MARKINGS FOR TWO—WAY LEFT TURN LANES — DIVIDERURAALDLEFTHTURNS AN BAYS — — R. Noy. T PM(3)-12 TYPICAL TRANSITION FOR TWLTL tee, TYPICAL TWO—LANE HIGHWAY INTERSECTION WITH LEFT TURN BAYS AND DIVIDED HIGHWAY coo; oy^ GSan� zg. 0 o§- €§ SIGN SUPPORT DESCRIPTIVE CODES .....-..6,......... &taloa( ea+(mate ......t....../ m.e,.f SM RD SGN ASSM TY XXXX( )XX( XXX) REQUIRED CLEARANCE FOR BREAKAWAY SUPPORT SIGN LOCATION PAVED SHOULDERS T -INTERSECTION 0e z= we by. 1 m:pm ala•. ReaaeO Pla•iiips leas 9alPlTn C� 12tt NIGNNAY m W. I HIGHWAY• \ I �%\ ai NSW • to - - sIP • Saa.ts 66 Plea °°° SW lstrP-.i n aasr3n { f ■� w �, L+� min INTERSECTION ANEAB INTERSECTION AHEAD IP atom ICENGINEu�►ERING JN J I -Le x.e.r a ere,. u r n 6 rota eek 6. MOW Tsw rel area a.re an HP,ad.n . Bann a d nnef : ren -0 a a a n�r�� i mf � Al + a a A ,. T, .m r, min. 6„ n mr,mn. Travel r�,�` T'...'4'.17. I $sa ., wear" AP sa :6lmare-[�.,.al�aalp'��6y,aP'� �? 1F. g�k Ttt S - :Tare-Eal�a war re. - - sia. ib.ntlro 0•elWuilon t I 1 ' i s Prof, •i osef [Y`P-15 to (6-T1. MI1 spat - hos eX P-1) .331P-31/ ts[tr-3l orTIE a ttmfntl�p GSBO°i law 6°o'.°n1.1P-1° L. LIiim-311 ° inU susses To ovoid salons adarerrl . ion m IIt. too, r, Of 0 36.14.10, °fO not arolloot Y fl.°.. trolmr sp. set.. m &chat. P. modem LESS THAN 6 FT. WIDE „sn mn ^•° tl55 draw•55...• xlav1Ami m ea. alto travel lass. To swiex GREATER THAN 6 FT. WIDE me Iho an m".55 of°v.e5 at lea.(s ». ootor that 6 ft nonitro ..co of the shoo., thls at lei a .. .M of o m Inai Ira sign Me ami °of°Me mead. ae moss to an arm+ ml. Poo -Ione. time °0P ®��,T 8R OW[ 6 a ratan star an f. wee wputsrail BEHIND BARRIER 259 Fi 259 jEMI $$ a.R No nate than 2 sign �` Acceptable posts should De located .. within a 7 ft. circle. r. ^l� s n mlM HIGHWAY 1NiERSECTION AHEAD 2tt min.. HIGHWAY INTERSECTION AHEAD Cor m• �'---__—__— _____ / e/ p�,pd Shoulder Edw of crawl sae .W ' • alareter elossfor • • ♦ l ` • ° ° ' st �___ r° pore ii T.0 if mih • Traver a. aarrt.r 2A n m•I •• gg6 �\•' Not AccePtoole �^ �. --A— / A 7 ft. / s hw aePuma BEHIND GUARDRAIL Nod Mailer BEHIND CONCRETE BARRIER 1 STOP a -'Not Acceptable •' Not Acceptable • slay ah.ra-ee cook on eleta.e north for proper ward rel h a on -ora. saner pfo On' • n,m vemo.t :71,'= TYPICAL SIGN ATTACHMENT DETAIL Sing ie Signs Back -to -Back u twlt 5 gats Inerrsla. sign=Imx oats Pavel SIGNS WITH PLAGUES <I, 14'4.4 2.d n 35 EAST i7 Ib [ Eh RESTRICTED .whoa s rt m.arhhe RIGHT-OF-WAY min 10 114. pw.iml..e HICIRYAY INTERSECTION AHEAD rev°.ai:ain *I°ani< o'110' . 1., .at Move the ed..°oitnaftraai lam or al mummer ,n. ate a of IN'�°.app&t m of roematm lfeet e the nsto. red m m ..rare. me nmimm odds mar ea tmruw 0.w. sheared by o-• g.2mrai°ara°m�gmm °:.=m glf tml.d eVDESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT SIGN MOUNTING DETAILS SMD(GEN-08) °1p 551' Pod ,.��IIII min I' I ��)) uii•m 7 ft I nMa xs women. one.. Amro- system o.n.o. n..a.lieil....am+.pro. jfl50 Troia I. °oraa Oen. aa. _ I.o 1, mine s'Q, �'� ���—xYO�M `amer / Ur.7 CURB & GUTTER OR RAISED ISLAND m' nl , T Tranis Mons arGIA4AO17allM 161.urea r. hunt o m pante to e wI� +Ion �' sf on Panel C1a. Solt POIT1OBoin•e`1 I, ry a�i�mfiaroi°nf10°I'°r''t° �slah Solt When Patenotos.aewadtoPO, .a,a z r+ z.+_ min HIGHWAY min INTERSECTION AHEAD nmt-of-wr r.°irmtrare to ereafea lay axa, xarer, x.a.,atlan, far..,. pal I(0. e, a Torts lataµ r .w °` SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS GENERAL NOTES & DETAILS - a 5/16-18 Ux[doivonlzed M. hood Di xith� and relioolvirirha look °. pm;mxlmat. Appro.no _ m°inn°imr. °+m° as n fsrane for Writ. past lea alom,°r s a� rel w a for w «. ,ram OB aC°lon'•• r SMD (GEN) -08 18 h*. alt.°holtaIepin ma road s• mnmal ' fir n nm Imo to be aalonouotea ...frot upon ° .le aa�dl}n. e.,..alrte E 105 T.A r+min . F frurj •� _ I`M• I^ la• •w^ 3. rerel s vz ars < is Cu. 6. ° f11 d ee hit m° to s -pre •^^I^• ,-.� stems shard&.Pow mw slam 6 rot 610.0. mat o 26A E a;' 5�a G 3 k E "_� £g `3 fi 1 '8V €I Eb' sr' S't !� C df< TRIANGULAR Ramer e SLIPBASE INSTALLATION GENERAL REQUIREMENTS OMER . NOTES NOTE k rmNtmm tomos parmenently nark.. Ind.. .i 1 'mltimrrm.�mairm m E. w dimly ePost D. Si. bete blxwed en piml . owl.le of No WOE PI DVS rwbm IE. s NteIW aloete*1 ° IS.e.le BO s.e coral Note S There are various Devices a System. for the Triangular Sllpbase System fess Slmmw Please reference the rial Producer tirssspane7ASRuaibiiori uRuuo'a9pIN List for approved Ipslbase systems. used If tfy newt the fnllo.1: e o c� , Z Z 99 w Z Z LT, 1 1 I - B gat SS[ ® ® CCD http://mi. txdot. gov/business/producer_I ist. hhn 000 PSI mlnlrun .0.re..n e e e The devices shall be Installed per In s/e structural be W... rope w 0.12.2.116. to 0.1311. '�: bb� .8 manufacturers' recamendatims bolts 134 nubs 0.1.dloreter M.o.. gw:a Instal latlan procedures shall be 11 he vIthIn 1. Q dte.l tin r it ee rwe wtrNpa worrew a e.an b per 125 I* rnbosm provided to the Engineer by Cantrmtor. n2,� vire per ASTI ens. £ y B Acer end _ War... . ea Plpe 12.875. ars. l 4 01 l445 en.. nlz a e e e� f tees Wber .Ing per AVMARCO • .lo a veld. edael tobIng or aloe 191111 egulvoient 2 IR .5 5: er ma roll thIcknees may m uwd 19 imY mei tqs 9oliwlry minlmm ra: -watt.- 06,E PSI Wism eld efrmpta eltlmel^Yafr0lpM 2Feon th obew l of • jato as � yy4 �j yj$"p� ;Ii V% tg ' •,x ... Stw Ne •cealarete* rete. rod r w Nbr. uaee n concrete tl • N'"u M• • elm .`• ,s551. U°y1naldeicll. cer exec AIn etal°1ebe vi.lnn Me raange of 2e 2.0195' al41a,,l0 OlIpsceavlel. venelle for SYefmawDweerta Roe°tl. etlelforl Of sa ;lan ala0s and laws /pubI Imtlme/+rote lo.. ptt51m .ore Moll not m epi Iwo except Mere sown. Sign 0ewwrt pwta Moll ret m wl iw6 I. Prepre 12-Inch dioefer by e2-Inch tleep bole. If wild rock Is ecen}wm, tan Eaten oP its idzgatlm oo* m M.N. V. M. It le .(4.22(20 Minn. at IS I*Otes 1. M.TMwild rock. A2' glower nay piVen elt batgre of wax.. . a.m. foss then 0.5 ob. par., hold mportable, retcm awd by En.11 oile eon In o the pip vet o9 * �,p mee sM into Me center of tan retie Plass 3. P.Rotate tM stip beck eM nta the m0rete to revs Wate anfl I It le t m teMen fm paaete and et W. Me *M e foot in (snare tlon 2.5 M 05 oap02 s acylo eat, unto. Othilllifiti dlreatim.°n ar elipboaeasyn. le nuitlalreotiael a. Is Nal.. tarn e..° .i etrru. from.rom bococrt w t w too Ma bottom o tan ai x111 m to 2.5 feet abov ire e. of tan trowlvp ll..., edge of Me a*Nest lane) Men si Ip platy le mIN the edge of vaywent ar R fe ].5 Tex MS' platy .n the 0110 plate is above tie edge of the trmelvoy. me art r0I I m Dl. ab TENNIS JOSLINo ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT TRIANGULAR SLIP BASE SMD (SLIP-1) 08 l'- IY a SN 10 500 9550 R0 11®!101501[-04001 CONCRETE ANCHOR euenaa elloon. 1.n exeltIple slon ore M.o.. on the ewe IDUPLOrt, ensure re. us. m.. mInleun mtrxn ea. sign le,wo0ved. See 910151.1P-21 for 01 ran* Weed an elan 10570. CgvN4 0050* ac101e*2 of NP dloreternud .11. el. NIP serf. r� r end. aabo�eode , wan. a,a,anei2.,pealw �tan;��r,5 e �;.- li r i M. to 50 sIan or area ce type. III epoxy co- °°°.°m .ve ..ol .1.. Installed lath TWO °r'arde Wee, tre tree nthen.trorw iwre}�i s.n1116.11... 1...of., rel. ±a«aretevl„na5. In 4000 1/22. int^ ep.r. .al ansa m* *500 allavIl: 1sr.lonk. 000. of 3500 and 3100 N repmtive.. AI Teel. Operollow Weal SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS TRIANGULAR SLIPBASE SYSTEM SMD(SLIP-1 —08 , SP RD Sm eS91 n 110(yxalselx-Sea1 9-00 ,.,z.l `•, ''•„oo'•a"• IT I e',_ i 2613 U.C. JOB NO .896.85.04 2 . 1:k! XXXIg ZIr„ OW ber.on *Ian PaBIlar, TX ‘, SITert Idae .94a. - - - -' Mall be SPIV x I ." , v- _____-.. bolt .1111 Paml .. Imk weber, 2 flat ombere I• M. SUPPOPT 10 OM 10 a OF POSTS MX, S. AREA 16 SF 32 Per AST/41307 moo galre I. pe Cho. 4 1 PM Mb BO SF 32 SF I.± • ..13! ' SUP (141-11 or 1191991-2/ lk. 4 1 sm m 64 SF 2. To, ...or my oxylr. In. a 94.4.1. Oa p3Pf PP used In place of a 10 BYIS Mere a sign MI914 Is 13 Ia.. to f 11 5 ' 9 Z '2 FE 91 111 0 = LT, I I I --4) 1E1 9 4 iF ..:,. ,1! III Do k: '?1i IS. -,-s giF . X .1 ,XX•1 IE SP I. 1 l AD SON ASSN TY ...MI. n r IS L i -, _J itS, L 94 RD $91 ASSIS _t TT .940.19 _I_ ' 0 Detail D Top Mee S1.42A-U111 'tndrn PIA. • 1 - "30.014 lan. Defoll NX,..0..'1"-1 reh =9.5 9 I - 32 in. plera .12 .14 111. Ciurnell ea Mon. . flat .11.4 4. sor AST1A .07 A itee vu, •Calocnizing.• Or111 7/15• 1.1e 3/8. ho. MOM. Y. In.011 ond 2 Po., not, 2 4 tat , ,42, 4307 Ira.. mod loat rasher I. aboorml a e.d. 3. Slot emporia Nell not M ml toed ow. Mere sta.. 51.e.orf paste stall not be 4.11.1. 70P Pier 4. ..11. al. Monks shall corfato to Dearrimmfal Ontario/ Spealflo.lone 91 -1110 ond shot, MUG M. fa...no MnIoun thIchneeme: 0,01. P07 311,715 leas Dort& I 8 eve. 7.5 Bp. 49, 0.100 . Sito. 7.5 . 15 91. ff., md G.125 fo Mons greater 1ban 15 es. ft. 5. Slane O. requ/ro speolfl eapporte due. Mae. In MOIttor To rIndlmalm are Indlo.ed cy, the 95001. SUPPORT. table on M. Me.. x 3 1/..ry Mx 6. .1.1... ...lir Sloto YobrIa.0 fr. fiat •IM ra. 1.1.1Mer a... T-OraMota are LIPP 700 Wane 24 Inchm or fiat m.o. per A. lees In hel. 11-brade. are mad for 31.o of colvenizsd P. 9.11111 hat.t. 445 •Dalvant...• P. Men .o trIanosior ...a omporte ore us.. ...Pcort a elnple el<n, .y Malt not be .4,1411. .' s :1.1 _ I r-- '' I ''' __ "", Y IV' L 1 ' I 14.41.13. 1 -1- ( •r- - 1 -Th Aix -1 mann. fo ea. ol." ore. Hrou,01 fn.) si.1 ea.!. M. Mil al loo co.... fa o. Ind...9 Oen In... by CA err. rental.. 8. 1119, .1.1 Mal / met Arai A 1011 . Cr 30 ma M 9. Eraae'"Vp'rpB,"rrinIthanne. '''I, or 441.ses .11 ba out •':4-, X1'7 ' I - ‘,-4,., R. X - I ‘.J ..olimi L a i '',... 1111 off au Mel It does not crtond bey. Its aloe poiel .4., Osnoes ecoort .0.1 nef . slyable Man . 0.011 a Detai I F - = 41.11rmket slab ie rle. fros the fr., Repolro.ordeed matins . tot sUpport eode per I. 445, 9.1.1.11.• Ili' sei Imo shall mly be al la. DshInd . elan abstrate. 10.Additbro/ route 9.4ors .y be ...1.1.1 1 y, provi...11 Man &ea Mee est exceed Me .-....,.,... - foll X" 1 e- 11 ,h.” c Pylon maher, tar 24 1..1. sigro. P.m the olarp 3 Ina.. abOre S/11.• x 1 MO. ..."-- TM eraohe .1.19 of elan .n posstale. 'ili Z.IS P' 511 PO 5..5514 TY .00141101111 9 SD RP SSP I ASSY TY 4.111911111 ill a ,,, 38 'r:1'''' 511RD SP SSW TY novtimu-rei ""°' 1. Nora II/ IN Ili! Per bolt Isl. nut, I. rm., r Per'rSTrIlr galvorlold Por ‹. 12.Patt open oulo Mal I be 1 tiled elth PrIcitan Cape. ust r eV ... Der MIt, ., look 11... Ia.. Mall be the el.. Ind s.e. M. on Me soMsr end 2 flat P.P. . raelore per AS111 SE X ' 'Pr.! . r,„,,,,,,,,a. • 1^ - - I i I .7" atm _ aro., \ I vet tO/t with " 3 .07 aalrollzed P. Item 44S, •Colocntelng.• 8 I I ' LI) L---.1' I., 1.1" Maher . Z Mot ...re REDUIRED SUPPORT I 11 petal 1 F ' 1-1 f • . Pler Per aSTa .. Ittre MI. Post IIIIII SiON SESOR1PTION 491. STOP al. 911-11 5.0114 TY 101.1110 01 TY 100P.11.19-941 IIPT 9Ir , 1 1 11 11S. 1.----- -001VOnIZIng.• 0..1.,,/ E p M.. YIELD al. 91-21 TAaTAW,ML ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT TRIANGULAR SLIP BASE SMD (SLIP -2) 08 - 1 r 1 SIDE VIEW 1 0 0.s0 O68.eP,,tl TY 105.111XXITI 3 41 TYTT -1.0 i 3444..0 11900954.9..40169111110111//8XX11.X4XXXXIITT11-11II811 I' -_ I - - e YY0 I tr.eeu9dn.e.nd 1 o0-r 8..4,61488090-,.-1n..ne.orhl(40019.9. au.c.ral YTYT1 ME/wCxweo 000W01!100110 2-111 ,.,M„na.1e.1id L _ I I.1 w MP x 3 I/. ea. .1„1 ire- -,E41:0:111.,... ..1.41. X 4B -In. A... 9.1 X -Ing eg. ,st-1, IT 111131411.1.11 I I 7 neer me ive ruler . ASTN A307 y61.1. i •I .k..A.,,O 115-Tn. SMool X -Ing eion 1S2 -II Tr 103115111.19 L _ -," _1 TOIZI'or' • 111111L. IP' '''" ' •ip Lora. Array el. MI. 6111-71 TY /9111811111Xin 410 "I. length my ocr4 dep.191 on al. 9 RD . ASS11 TY . Detail E 5804119119-1EXT1 ,,,, . ,,,,,, ,,,,,, „, 11 s.,,,,,xx..,..,, 93 RD S 11 ASSYSI TY X.4111214X1P1 co1. ne . plio dlometer, Detail D cric-rian cent me. be ornufactired hen lot rol led or cold rolled eisel Mee...0 roln. sheet meta I FRICTION CAP DETAIL .10/..18 Mall co Z4 so. far 011 aap 418.. The rlo, sdaos.I 1 to rtes.." stral.t. .... Mpe et. 1 be M.o. for. in to. a ri.Texas Dowpwrhnentof Transportailan Tee/. mow PiNeren SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS 11.941 8. Ail .9.31. cr. In ei. let Shirt ticn unto. Ostal led ...las. vcr.v Plea 0.0. mamma. To arm. a Olve-on frlotion tft ma I 9., bore m ...or to rook Mon seated on I. alp. TRIANGULAR SLIPBASE SYSTEM 01 , , , .p. I I . Me ...al I M sufflolent to Moo posit. ...lot ogabot f rT. intro. oob... m.. . tr. ot a.,,,,,,,, crewes or Iroleretortions SMD (SL IP -2) -08 M. I 94 DO SOP ASSN TY 900.11XXIT1 PalloolX.I.,,1 )1 end .3 no sold.. of ineht I freature. pm -1 Cap. Mail have on eieciradepoel.d ao.lnal . o - See Pote 121 Pipe 0.0. clou in wear.. r1.1. maul... of AM 0 3633 Claes PE/M B. ROD I STJP:p= \ 1'1 \ 2 PpIPSM2.3„1,00BP6,5PPISPPMVMPFFIC CM, PPP ,PP,M, PPM!, d„ MOdifIMI by Pleph PPS PP .H PP. .6 - 6 „pm E 9xa� M'- €8g u'^i G _, g fiii ob_ 0.SRIcnM61r7Wr, I. PM 1F r2 11.0.1. Cherrei 5/I62I/. ] M. Sax SUPPmr OWE ecF POSTS APR. SEM IAEA 165F b. 6`B.e bet MIe pr i�ola�Mlr m lack raMw10 p -1 oxAp *SF x ~m .n.re per xslx 2 ilwaur «e.romnPCP.. xa i \ p80 saBO 32 SF 6a % :ar[ .1_5._ I-0.19 s»Dw11c �� sxw-us •wl:na• .1.11.a if/•2. The °n'requires1410 peet " m Rls, a I used Iplace or 1Bet Mere 0 sign M(yH Is$ Ool.rtelr. • Att0.19-1 3. Sp..Kaon. Yw� to be apl to. a Stem etmm. o Z_ r D- w W Z (� ' W 1 1 �� _ L 80 - 'll %% SON ASSY TY i 2EMr1 1• sx N. 12" - za.enmr 5 smartpate no not r curt.. "aa not neve .e < ri'S e N 0 O"c°].5 b 15110.1ft., gip SS[ E -tea 5: � } ,tE e 6 nme]n is ss - 1.12 ° Mmel ISm DOM ° A pM Detail _ Aconnected s, 01 f Betel \ Dls Porl Detot I C — lona moiieon to elndl.dIng are aw. r are r. .Brpclui NE<Wfeel... . SUPPORT. tab. m 11". naeif. Splices awt l only M al tor] MT,®M a,m nOairoie. 6 r r pu a a 6w per cvte0 iron ila. B mmferre.. areureaser afro.x<fansr leas In.1gM1+. u 'Mile rbeockbor.eparetrealma o 11/.‘"'.o' r.°� m '.. a it b B —r—See a"otter x 1. Dei011 A r rrlmla Slon Plan npaeNeow by amern,TM Ilioii Inaepatlm.lY ctar fl II laps s- `Ih� Illng met AS. a %w SO aid a. Ivmlzea per r5 r Iz3� o k I —See OeMllO =w� il.. • lr� iiiTito 9... r r 1 w w. erre..8 not ber"m°.. elan oval e* —14RIUM.1 R V1e151'Y r a J- <ui t erAe r 1.en A15 M vmlzl 9 _ �e Irs ; l'�� �� 1AAa°b`aliiama°;VTI: 3a r -z P 6e •x -]R•2— =11 -i- 1 = 1112a.f°A,r o em"PlgetZer°°°a.e ` rlml •I 1 rz.ppmapa,mmmmt c'.riired rltD Frimlon mw. s€ 11 X11 1 I I� 1 = 2'E H6 in 9 RD Sox AS9 TV 01005111000.011 T M;1 -_• :1=11i M tee' MI ii luluera .0 ma A T in P I \ —� P. tiffs um. MIT .1.11.en Per aIvMem . '• wl.rlar. REEOUIRED SUPPORT or.11. r Pmol r p.D. Unlverso1413-1. r p a< rvfeeDetaliE oet �°° wlt fimx STOP el. Rt -051.1110 . 01 1.1151.01.-911 ler.el Ipw�ll r III)I: TENNIS JOSLINo ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT TRIANGULAR SLIP BASE SMD (SLIP-3) 08 9 w %x rfplwl sim �^e ExGo See 0.11E AS. TY al. Intl latlon 0 5 rev - e - TYTr 1 114. ila[IPi rah MA7111en01 Oaten. Dl0pea°at 3Bk, 90x9, and 4.40-IrOalafe TY 10006L11M51rer et,plrack webs, L treater Mon E r, ...re : I•=� a a1V�e 'Men .IT vlan ;. Yrevlr .non lD•. par ASIA M0-1.elone TY SPIIIIXXIM /p,.j Men 445 ' talamN er mum. xxlrl i11 6cl.w1zlr00,1.0 0 J Dotal AL 6. pole etould m CI. $B' °e}a :11 11 _ 2 o-1 6. :` F 5 020l1tf alar for Arun. 1 - f,an Aavane Sonrt k -Ing alp 141-I1 rr 1°ewn10111 s1on 61 6 Mil — I N ar P -.. Sokol %Tee apt 152-I1 Tr 160110111 xln ceclil.frara, r mil �1'-111 — 1 Wemm Lrw ATP. elm al -6 &111-71 TY f9muf nli) ] 1M11= EL YYYY Oax boa Pl. rout, leek meter, «ao� 41 ..u.‘,Mk: SIO0, rem bolt ma nut + kweaAl mu on 1 °°°'See 0.11 Ea'°es"" Iraw. M x°' AIM rclap mmaua•m Texas Dq•Aar1nMlfTrans(.Lr/lion reetro SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS ,1',„.' - �II� A �mPmel B1«� 011 ..„,.-51. base TRIANGULAR SLIPBASE SYSTEM SMD (SLIP -3) -08 ExtrudedAluminum Sign EXTRUDED ALUMINUM Data N 2100 Nlth T Bracket SIGN SIGN WITH T BRACKET R- " •�� 260 1 UE JOB. 088968504 E �3bi gu e�J§� aa^ g� G gfil zg BARRICADE AND CONSTRUCTION (8C1 STANDARD SHEETS GENERAL NOTES: WORKER SAFETY APPAREL NOTES: ti1. o} ^fr ?�$ eb' The Barricade and Construction standard sheets IBC sheets) a intended 1. workers on foot who are exposed to traffic or to construction equipment to show typical examples for placement of temporary traffic c col the right-of-way shall wear high -visibility safety apparel bi1(10g . devices, construction pavement markings* and typical nock zonesigns. the requirements of ISEA „American Notional Standard for High -Visibility The information contained in these sheets meetor exceed therequirementsApparel" labeled as ANSI I01-2000 standard performance for Class 2 or 3 ashown in the .Texas Manuel on Uniform TrafficControlDevices" TMUTCD). risk e Class 3 garments should be considered for high traffic volume work areas or night time work. 2. Inc onsibllity 1 * design Of t e Traffic Control Plat ITCPIis the responsibility of iM1e Engineer,n 3. Inc Contractor� may propose changes to InciM1e TCP that a signed ono sealed 2 o ENGINEERING JN J - =_ fr `ga 2 } 'pge B8: • by o licensed professional engineer for approval. TheEngineermay develop, sign and seal Contractor proposed changes. A, The Contractor responsible for installing and maintaining i traffic col devices a hown in the plans. The Contractor may no or change b theiapproximote location of any device without iM1e approval of the Engineer. 5. Geometric design of lane shifts and detours should, wen possible, meet the applicable design c contained a American Association of Siete�Highwoy andTransportation Officials IAASHT01, Only pre -qualified products shall be used. ed. The "Campliani Work Zone Traffic Control Devices List" (CWZTCD)describes pre -qualified products and their s and may De found on-line of the web address given sources below or by contacting: Texas Deportment of Transportation Traffic Operations Division - TE Phone 1512) 416-3118 s'- pb kih "A Policy on Geometric Design of Highways and Streets", the TxDOT "Roadway Design Manual" or engineering judgment. 6. When projects abut, the Engineerls) may omit the END 10AD WORK, TRAFFIC FINES DOUBLE, and other advance warning signs if the signing would be redundant and the work areas appear continuous to the motorists. If the $$. e`Lg $fib adjacent project is completed first, the Contractor s all erect the necessary warning signs a shown on hese sheets, the TCP s directed by the Engineer. 10The workEzoteOA0 WORK 4NEXT 0 MILESsignshall be revised to show appropriate wo k zone distance. THE DOCUMENTS BELOW CAN BE FOUND ON-LINE AT hlfp://WWW.ixdstgov ?0f • T. The Engineer may require duplicate w ninq signs O tie median side of COMPLIANT WORK ZONE TRAFFIC CONTROL DEVICES LIST ICWZTCD) .8� divided highways where median width will permit and t-affic volumes justify the signing. DEPARTMENTAL MATERIAL SPECIFICATIONS (DMS) a$E in in MATERIAL PRODUCER LIST (MPL) `y€• 8. All signs shall De constructed accordance with the details found the ns for Texas," latest edi+ion. Sion details "Standard Highway Sign Desih ROADWAY DESIGN MANUAL - SEE "MANUALS (ONLINE MANUALS)" .�_.s „'g• s all be shown Ion a Engineer shall shown in thi mon.]ne s Provide detail to theContractor before thesign is manufactured. STANDARD HIGHWAY SIGN DESIGNS FOR TEXAS (SHSO) o ro 9. The temporary traffic control devices shown in the illustrations of the TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD( 8C sheets as examples. As necessary, the Engineer will determine Inc most appropriateTraffic control devices to De used. TRAFFIC ENGINEERING STANDARD SHEETS DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT BARRICADE... BC(1)-13 10. As shown on BC(2), Inc OBEY WARNING SIGNS STATE LAW sign and the WORK ZONE TRAFFIC FINES DOUBLE sign with plaque shall be erected advance of Inc CSJInc TRAFFIC FINES DOUBLE sign w 1 be required on Projects tc However, solely of mobile operation work,ing or milling edgesine rumble strips. The BEGIN ROAD WORK N5KThX MILES,o CONTRACTOR and END ROAD WORK signs shall be erected at or near the CSJ limits. 11. Except for devices required by Note 10, traffic contra!h I devices should be in place only while work is 0c1u011y in progress o- a definite need SHEET 1 OF 12 12. 110 50gineer nas Inc final decision on Inc location of o11 traffic control Devices. DFmtlmiooae ,re+as pepttmem Oy ltenapertelMn reer aee,e 13. Inactive equipment and work vehicles, including worke-s' private vehicles } De parked a'from travel lanes. They should be a close to the must y right-of-way 1 n s possible, or located behind a Da -tier or guardrail, or Os approvedby the Engineer. BARRICADE AND CONSTRUCTION GENERAL NOTES AND REOUIREMENTS BC(11-13 E �3bi u§5 a2^gin Ga3gyg $= TYPICAL LOCATION OF CROSSROAD SIGNS T- INTERSECTION TYPICAL CONSTRUCTION WARNING SIGN SIZE AND SPACING''s'a pP1°' czaz of exE N>.vm czu idol :°1"c+� SPACING 511E Imo 0051 /cz01m creo l0 czo 10*e e 5b a i w w r31 INTERSECTED 1550 lsao CI«r p alsx µalpt0¢r ar serlea c Rcey°�a1 E•'ee:ar'r sceea soup no S ENGINEERING JN J - = -, fib�" qac aanaa " C+C3120 ,Px 0,00 e 3 ' M° W x aN aw x .W iso g,€ ` a E // n.t :z3 ae .:33..F f f 5[ ii'� s INKS CW2$ 0 240 3007 Wda°aMa1a DOUBL1rz0 a5 AxE \ 4z5 -z °2°.°.° �sE azo /r \INxoI 2. CW2i.50 TE 55 ane 0W 400 'l. lova aa" Ow �ines CW1, 55 500W awe /cwn. a 60 600 gg$} 620-2 4005. s zoo= 1I, ,L Isepy..m .0x2.0, an sae. °r mu) wnx Ax[w-1am-101 atm.x.n ,Por°e°I m emir. CW5. CW6. 40- x 40" 40. x 46° z o eoo= •,,a.„*M0 WORE MEAD 11020 10 n m ad a CSJ LIMITS AT T -INTERSECTION 900= ,E, I- 1020-21 'ENO ROSO OCRIV sips mless noted otherwise In aims. CW10 03112r5 lortg= $83 2. e 36. 7 36. pug mu moo icgo.ID. sign imented aom ,o page crossroads 4100 1. The Engineer wi I I determine tybew one location of one acatexawa tract, control oevices, c'77„,»ar mean. ,ear Srw51e ra teed algin aorx m at :0 , c- • .. i4 s@a �h annasouclro-2 s« v“. v1 aro sl rewz ylr er hour oar .n m+malces. m 74' --- .e x1.15.,.111sere11 ,- —.aro ram Ia ...a are. Thiw in aemIan Mei, ad ancen _orrow uxrts'ie e , t1 1 50e0ix NILES' not 4. Tne TOAD WORK •�o avail eeorea sheets, awnlylmvaa111. anoeraoe. to mvrne Nr. 0mn9 rrrlree r �mraet�0n. crgx ..rw 1420 101x1• Sime Shell 0e replaced 0r he detour e m 00 cal... 1n the Menem heTWO . e"°r oev ct 1M11cm typical cel ieti0 ciao -oma v CP srama sheet.. ' e.rx wee a cret Advance wane work m diSbnce Durr die., s work pt.em as midi/lanai e o m newest the GENERAL NOTES ,.p S. k hl0r c..rm.'.:n a rr.1an a rhe 1mrn0044.. the 0e 1vr remwr is eensxcer. wan me. r eruar m area. 0°r,ardevices,sVOMom elxmere in m °l. °or oe �aaerem sea Or me Engineer/°...e.” be innn°i°ax 1. san010, r lrepr six. sra110 be en 5000 a 1Ae�0. r m Ism feet advance ening. signs increased as Tema 0 re re . £�o WORN AREAS IN WILT IPLE LOCATIONS WI TWIN CSJ 1 11A TS SAMPLE LAYOUT OF SIGNING FOR WO*N BEGINNING AT THE CSJ LIMITS x H rrle mance .rem 1a1ma11mOmuaeaan 100 velure i O1 R5 ams ®a" MO o A w 4.20.61 O1 nolcPrn'oP SPEEDOBE 10 Q aavclEx cxu'f1Px x 51. dew R2 -�reAA Ow w STALE LA1F Location 0r Crossroad s me . oads at . diecretion of rne0zlgirer. see Yore z under rs51<oI .. Only a ova mooed .an n elaee are imiamea a M. roe u A Eno /eq..10tigi de or x 01120.10LIMIT 0.20-31.)( ®a1s-1P o, N " " mde0r on me ear xnae 00001 Tar 0051.20 1 ru ar 000100 e n m mn a DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT BARRICADE... BC(2)-13 nlsmiv \ remmama,,= e= ae.lax � 1 `y ♦� a LEGEND .,,.. Mill4Ora pIrIt opo theme l•NznvOoce�oee p 4bux p "00.'1 x10 9.00 �:1eerr'N csa ... A',f ",I al�� x Men extended diet imal work spaces, the Engineer/Inspector should ensure add.t.onol WORK AlICAVICW20- a s ed in advance of these work 000 still Oxo x 00 °021°2 NOTES X wornmo Sign Slwe weld re a. se me e5I �am1e TCP sheets for exact location`ROAD ma spacing 0r ems am Masse ,Ing .13ECIN TMUTCO for sign s0ac'n0 reau�rements. SAMPLE LAYOUT OF SIGNING FOR WORN BEGINNING DOWNSTREAM OF THE CSJ LIMITS xoxx ROAOWORN -r1 n r r x cont•1c G20-1 series signs and _ - 10.0 specific project. SHEET 2 OF 12 IC/LOS�EDIn11.x Q1.n ❑ AA 4x5 sr 0"00 SPEED LIMIT WxxxO s 1&E � x00 srxx 40 00 14+0 en01I Oe uam. n 100 a0voval or Trio Eng neer' Ine 'BEGIN WORE IONE,020-911,1 'ENO BORE ZONE" IG20 pl'"rrmanrdr irslupwnxron Oroz Mi[�t aN Xasigns I0( Ig16 101P nx ADS 0 nz01[ wW �; � Ae"2� wxxO saP \ N SiAiE LAN and O are required outside the CS., Limits. They inform the ,r workeahal I be uSed oe stbwn on the Sorg,. layout when advance rs are ,resent. "e .Iters ,1511,5 r,wa �r da5ace NS !ON BARRICADEPROJECT w TRUCT L IM Flax — — �a I m • r ar ga11. a5.ra.ld a rx. ale ne p o X918 Tea rr meaen, ar-Ng,.a;74 AxEAw- 140025 1Dlgn BC t2l 13 J " SSP 1155 ©["m �I��r�.«r,'�.I1w yf p/ � O XWX .ra .a •111 g•�11 551.5 1a.ap sa .a 1100 . '''n a. 0.ew em 0r me aux Dee. m r eale a.„ 1.... OE' X:� U C JOB NO .896 85 04 E �3di .zm e �n as"ate G yei g 5F fi TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS Werk zone speed I imits enol1 be regulatory, eatabl;shed indritie the •Proee0lres tar EST., ;ming Speed tones,' proved by the Tex05 iratatice Caml1ssi0n,O by ace City Ordinance sten within Incorporated City Limits. and mlepr Reduced speeds should only be posted in the vicinity o 0 Z Z w Q W Z 2 LTJ )I -- • kgs & we directims only. a�a�a.aa0lt CSS of work activity and not throughout the entire project. Regulatory work zone speed signs (R2-11 shall be removed Or covered during periods When they Ore not needed. one See only. e*gnnonol p.vanu LiAilis / =F If —_r W 2 / ` 1I0 _ � @8 I. I b nw ns55 : b xote a a h � See General Note 4'I w I. b 1 F�k E YY F: o;; €. �ag :8o GUIDANCE LONG/INTERMEDIATE \ EU° 0 ex l FOR USE: TERM ` W ® WORK ZONE Z0,,-,.. woof5 S 1410 6 0 SPEED Wx l LIMITS GENERAL WORE ENE s 6Mp o,..,4.1.< xo xm x n " NOTES SPEED IMI; 7 0 Rx l t G.4 WORN ZONE `M °TT 60 c son " WORK ZONE SPEEDSd' 60 4th " x l SPEED 141L 0 — s 15 -Sac 92.. Fe 'e :e This type of Nat ane speed 1'mlt snquld be include on he design of I. Regul0t0ry war* Zane speed limits should be uses only for sections 0* crostrucfian roffic control pions Men restricted ceametricsdwith ta lore sign oiects where aceto con oro *s or major *nmortarce. d r present .theN,codon zone dna a. of the gemetrics o 2. 519worZon oll be placed on orts ao0 110001, work WV speed limit signs msupp t a T fr nin,mm 0 .gher design speed isnot e. mo (shunting neignt. Lang/Intermediate term Work Zane Speed Limit signs, Men approved as described5. Speed zone signs re illustrated for we direction of travel and are normo) ly pasted above, should he Des. and visible to vitt' ssent. for seen direction of travel. Work activity lay also be defined os a change ,t a r000dwaykthat1 requires re 4. Frequency of work zone speed limit signs should be: reduced speed for motorists t0 safely negotiate the work area, including: 90 so and greater 0.2 to2miles a' rough rood Or r oalteration dled of nt surface 1versimsl 35 men and .ss 0.2 to 1 mi. roadway geometries Ia constructionor delays 5. Regulatory speed limit signs shall have black legend and border on a Mite reflective dl rade background ISee 'Reflective Sheeting. on BCI411. width readily apparent to the driver 6. Fabrication, erection and maintenance of the'ADVANCE SPEED LIMIT'ICWS-5lsign, *1 other 0* of As long as any of tyre conditions exist, e work zone speed limit signs WORN Z0, 01120-50.1 plaque and the 'SPEED LIMIT' IR2-1lsirs shall not be paid for mould reagin in place, directly, but shall be considered subsidiry to Item 502. 0. sTrn10 0signastesfor u'der"w240140 OgOV0001Nor on 51 151.1nde °"‘"''''✓es s SHORT TERM WORK ZONE SPEED LIMITS TENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT BARRICADE... BC(3)-13 This type of work Zone Speed limit may be in uded on ins design or 6. Techniques that may help reduce traffic speeds include but ore not limited to: SHEET 3 OF 12 tache lrOrri Centre! p M equipment in concrete A. Law, enforcement. mity is within 10 feet *of the traveled way or actually B. Flogger land rex,. to sign. in the travelled way. C. Portable changeable message sign W M51. .4.• ,re: 0aepwamentoy Trempwfexian rbre�M ...flee, to Short Term Work Zap Speed Limit signs snored be posted and visible to D. Lowepower for a rerssror Smit r. motoristsonly Men work activity is sent. When work activity is E. Speed monitor signs. e eni,ssigns shall be removed or covered. Not 9. Speeds shown on details above are for illustration only. (See Reeving or covering on BCu11. Work Zane speed Limits should only be pasted as approved for each project. IO.For mare specific guidance concerning the type or won conditions and factors impacting allowable 1520*regulotorYkcrosiruciian speed Zane reduction see TxDOT form .1204 m the TxD01 a -form system. _ BARRICADE AND CONSTRUCTION WORK ZONE SPEED LIMIT BC (3) - 1 3 E �3bi eggt � = g� :g GENERAL NOTES FM 1.31. SOK SIGNS TYPICAL MINIMCLEARANCES FOR LONG TERM AND INTERMEDIATE TERM SIGNS A 1z nm. signsm ,n a straight plebmand. «,1 Engineer. and. by Engineer. All signs .11 be in hthe:°or. a or m aawred or he Engineer. Signs ml i be uvea w regi(... warn, m e'b et 5 0' gbhstIon P B FE3 g .. ROAD WORK AHEAD g IS.o em. E veneer aim "ROAD WORK AHEAD n°+o x°','ma frees oiwrm 1 ROAD WORK AHEAD ¢9: I mix Ir 1o WOAD4. WORK AHEAD ag mon. traveling iae.alrnmrraah ,wit he my r in either rhe sign mid 6.pn '�n to orae r m ra'srae. Nenen°Iem i emiuceii[o dura M.S. i5.0 Engineer/�t rewiretheenContractor ei.oii n. alaIX other by wrzone itten .neve. taati Ore ntre ,he Engineer and the Contractor's e�irred uw the Inspector's INDOT dig, as rust es MeInc..reed herr . ny a e in 6. T. Cm1ractor shall. furnish sign supports listed in the •Corplicnt Work Zore rol .011 Metall the upport in OCCOrdenCe with the matufreitrer, regadIng Instal lotion ,hea ora nmf«rarera iaml lana rwammtigns w rhe Engineer cm ' ehera/O.ra es ref lefor sed a wepo manam me a replacing Signe with wc.axed vmsrrores 0-10/Or e x only a x a elan ...trate. The nowt!. height her •ter. and/or code was used i . e o ENGINEERING JN J _- , . J v. daeanogeea MOP poets. New or drwaea wand sign mors awl s no gw.iw �g, ge`e 3b 12 'o` !der awls. .qr , . ***np1« a e .a .rant+ e1 raced, rhe mi«rw w rhe neigh amens ableca awl l xor p plmd user exam nee o sand or led/ N ` Rhen eo elaenmcpaaea imviary r diarrni awls her rarer ne aurae iPa prat arraign m plan. s P. 1 100. 1. T. types of sign sumorts, sign mounting neignt.the sin of eignsi and the appropriate6iZe Sign Mr the type Of earl. being perfOnne0. The Contractor is responsIbie for ensLrIng the sign support, sign troantIng a substrate mrd elvurarurers recamumrims in ylignr per l ma. r nlgnrrine work 100 iavr work tar occmiea o i«atia sore ma neem im m +o a tc. Snort-tem etatiOnOrY - tiecewwore inOt «x Mat ewe than I nes in a single aylight period. .IRAry*11G work that moven anriuvnly r intermittently Wowing r w to aprowiro sly 15 minutes./ P � s,pprr ATTACHMENT FOR SIGN SUPPORTS Mttacmenr ...Men eupparta but rMe a rune S feet.(..raMoveSum.. except the mrh00 to her a or IShort-term/M. - YYYb S..- nor tarred. more • o' « m by m ,s CM errs ecrewa. up rxoor's r manufacturer's recmwe dad o m arari esixoia all be einem or ierar abovet, z. r _ err a sorez feet °hove ttom of r m p4Y1AB" S. I n «'" ¢ 88 E nag o b ono, ROAD 'I I / I ' / rb«m.ea red attaching Sign adiarrmea rhe afar np. her Oral x' sant Might y 00y ghe red new°' ««nyi«g> •«N m.m`i:a511pw , dant not mote then mare ,heamma surface redraw her work duration. 5. RolanOpr •. Regulatory signs shell de mounted at eine siMe ..r. in 11 runlet the sign sixes don gn e 1zi gnlwn ranine or os SIGH weSixmicr A by a Engineer. ghE mvesign / r1 INO W p9 r E� MIC (\ IN WWW rl aR Nol IsosNpl I NOT rrwomriyoes manims dll ensure 1. sign substrate is installed in acccrdence with eme manufacturer's es or sign ons for esmoo�fs, of a 880tighttness 8n e /.°, Cil �s/.°,D I \ be I Mored. Eon sign S2. of the reeve. plywoode cleat, 1r may R. wooden ar faSta ful, The . S _ snail De pttopNed SIM MO extending Caron Me Sign. Oleg. Sh011 be tO Me Peek Of the Sign USingw OOP Malsignpip. on both sips of me splice m wocea at 6-1 extend more t.n \ 1 difSCTIY TO the SignRSFL terra. ocher mohe or d/e�o m the e�gn role. lerIVI o? yF - 0 7a iTIONT ELEVATION leer / support, Multiplei. napes I not D joined Splic.0 5y m/ neons. Wood shoipo rorroref tee.. ono constructed of ...ling moo.° me mior cre - r...to of Due-0300 eeting the rewirements of C415•8100 Type A, Mall he used for signs with a white ora m aro. bmxrouds. J. Orcrge Sheeting. meeting areaireamor bus0500 eves Type 11 ce mea r d slims .i [ a.r wan P1m t.c 0 1M..madded perfrat Mara pb01011 • be 0110.3 Men SWIM IS rwaPe at bre 5 w Supports shall not be extended or repoired by Splicing or 1.w p rhe [peal Nighty Administration I[MA a published in the�srw0drd IlighwrrSign Mala ted Texas- as- Fermi as ane, lettere and ambers call de or first c1065 wwkmam in ... with aormenr Srswrm red xeclrim+iaa. YDVINp OR COVERING In DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT BARRICADE... BC(4)-13 the sign nor nem me Dam ot the Supeari. SpliCe InSert lengths mould « o. 1 5 timeS Maine! Met in. Centered On a d/1 « °�° x00 other mems. eKre seta! tubing may be two. p, /roe f10 90 °or Br, when her a+ last the sae page anterial. ed r Signs ,neral led ,n me ned,m of divided highways o' - ony STOP/SLOW PADDLES I. MP/5. poddleS Ore STOP/51.01110.1e r.-, mei. to control treff ic eine awls be ol . PN or detail. Z. Men uSeP at .. night. rhe STOP/SL°R paddle moll « Wm:terTred. HLMeC CONTRACTOR RECUIREMENTS FOR MAINTAINING PERMANENT SIGNS WITHIN TIE PROJECT LIMITS I Penverent eime Ire °See tO 01..ice Of ',rat, iC ie. gar retuMiOM. mii SI. reef. daignatiOne, i wan• On,wp 3. 51. Instolled an MM. nee moll her a rurm her w amcecmisa aro rhe romwoy. TM... awls a .aropa r wblere y ham panic, materials aim ill coves rmerrie< aaer mtami1e amiigna ar night, or other rhe sign aeetl.w. rhe 6. Duct tope or other ernes. material .11 NOT be off teed to 0 sign Mee. 11 be rm. m ales t«krinw upon malaria or work. SUPPORT 3. staff with a minima 4. Any mliMoll ghts`' to /he iwo/lon of the sign. iar other%ma OriverS aarmnica Mae. if net better acne Where sign supports use of weights no keep from turning over. ne SMazope wuse of ill be ed sivetmtoe the msimiess aw frac woilia m to SHEET 9 W z2 Shea 61.03 ly De os specifically mr Nand Signaling Dei rlurtb 'n riamint oat a r as .n rhe morning alta m 11c with .ark zone r Sim W. ran Permlownt sign awaae mot S roart. condition. permanentrelocated Oue to constriction eno . weight. l Roca, concrete, lam, steel tar solid mlwrs mi 1 her « permitteeme svleecegeas Sign t mrahtra 500 *. 'Texas Deperonenr or namprtat. i> Pe WrPome. they snail . re abed aie to l the r prig nnaila e va11 n ins. im on CrOS.Mth, aa•laeheaawn an the LP Stamm meets. rhe sign.m weigh mini.. of 5 Immo..m•Pother ,each 0e Ire imp tree 001 . cellat supon. vehicular imedade for ww.el;Ymo devices he to �\ ) BP @) L O1 J T lel \ / �R -e Moll ireet Me Ranting heights eon an the « 5hee,e r the SAW r miner he mrar,ane ay ,a red mo temporary mop r ' rpntelheiael`. ah°enr or he r;i r .wi ne aid used ; + mnportable rapport, s m mawramra rim azarbae. .he um men ;urn aTo the I; TOD IM. sa,m e� (l aid a 00000m toe or helico rg win: rope.Ore. chains or netr 'suepawa mare mann toests r the sine sm...� 11 « o1«m si...oll is is pia. on slap.. m 1ad is level BARR 1 LADE AND CONSTRUCTION TEMPORARY SIGN NOTES BC (4) -13 6. Any sim or traffic ammo, device trot is struck m ..ed0 ne ®.m — n..l ....00.....1 ....•mDra a ....—...— I.. 500.or . r«.r guidance fr the wotr .0 11 b,`subsidiary , r. [iae 0011 her m all... avr am antra r . nee I., ,n ... m rhes nee. U.E JOB NO. .896.85.04 g2 8 el' .., !..,„ ,,.., , . (Vergs,'S'A , 11E1 ........, 2x6 2x6 n, l s,, .41. ...i, ..„, ..,..-. : : \ - / See RCM , 2x x 40 • , . • e. r ewe pow, fir M.O. equiresent sign 2e• 60. _.L. be Imre.. additional M4 broce Length h.....„ . ,,.... of oo, Owe 0100X . de. for s ability. worto ,,, d wo... moo OW icrger Man sign 9 . • . 31. min. Strong SS. ni w. soils. in Sol, . in 4.0. mr,000i reinforci sleeve 11/2. lorger Mon sign post) x 10. omhor mop w.srirol., le strong ss. weak ean In soli, .ro ro WIS. See the CR. for M.., Post E ,p, kE III IK l‘nir, j_ 11,—..mmitaineusit Min. 1 log ..,2.1 li. 11 HH 4. „... Ma bla . „pow OP ION I illireci Mednentl OPTION (Armor 2 M. OPT ON 3 ... St, 0.6 n. nfOroind S... WING CHANNEL PERFORATED SOUARE METAL TUBING Eg t SKID MOUNTED WOOD SIGN SUPPORTS r ..i .1 ' :.! - PORTABLE SKID MOUNTED LONG/INTERMEDIATE TERM STATIONARY SIGN SUPPORTS 0 GROUND Refer to Me MUTED a. the Ins noxi. sign squor Two MOUNTED SIGN SUPPORTS nanufmturer's installation procecare for mon type sign support. footom .11 adhere to . condfacturer's recomendatim. Pfif installations cm M used for lerger signs. !! ga' .0 9 SO. ft. Or len- I. extrend oroo or., e„. substrate listed in section .1.2.41 of Me COLIED, exceptW plywood. 1/2. NI* is allOwea. 'Ilin' 1 DM (typl WEDGE ANCHORS son cow eld pleStIC Itedge Me. SYSte..... on the S110 St.ord SMets way M used M teMormY sign supports for signs up to 10 square feet of sim feed, IMY my te set In macre. or in ahra, so. is if =SO. by . EllOIM,P. 1See reb a.ess for •MoffIC IngireeriM .........'.... '''". Per MPPOr. MM. Air 1.3:,,.,.,:3,,,,,,• dru.,... 3 bo: 1 OTHER DESIGNS i zi 0 AO,. NOR E DETAILS OF APPROVED LONG/INTERMEDIATE AN D SNORT TERM SUPPORTS CAN BE POUND ON NE mit!, LIST. SEE BC111 FOR WEDSME LOCATION. I UV. I 3/4. x II foot GEN.nr...ERAL„:0. TES 7,gr2i, I 3/4 1 3/4 • x 12g. =L.:: "::::01,«;.'"'" ,...„ "" Side °' POStS ".'"'fr'r:o gra ::::. m...._...... Mbedren i. mils soy M used M the mammy of moaen si, • hale8 .... "ing I 3/4 • x 1 3/4 • x 52. Mo. 4 w 4 44 : : r ', '2', ::: 7ts '. 7:47ar3;,'eVce.p1".Z=Tirw=rtlwen=d*on . I I ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT BARRICADE... BC(5)-13 °•"°- 1 4 x 6 2 36 36. YES nlenOpe In provide dr Might abOve penmen/ 1 3/4 • x I 3/4 • x 32. Mo. IL\ \.,„ FOOD POST SYSTEM ron GROUND WANTED SIGN SUPPORTS ' =?Oncs's1W177e'r=enrtnne=j2tc'slte. This .11 be ConSidered 6.101My tO lien S02. ',:',2i7:,',,l'..°:;,:or* 4„ . , /pr,,,,n • „AP !..411 ,of njl.'1' 1-1;k1' \ 4 #1,....,......:. 0 See PC14, Im definition of lkork.otion.• neer. to notch sides Me f 11.:01 1 3/4 • x 1 3/4 • x 129• , , 6 boa R SHEET OF 12 2 • 1111, 0 7/16" *. Welds to start cn aroosne ed. Perforated tulo.... e° ,., „..5 going . moms. we, do not 2 2 ..,,, dock fill ...Odle. ,2 go. uo,.. ....', .... —0 - w,e, Ona..ing 12 ocu perfOrated F BARRICADE AND CONSTRUCT ION TYPICAL SIGN SUPPORT mid starts weld StertS here ' weld 5 tubing Mid Wale to hole) 12, S neel,.F.elit.BASE square . Perforated da BC (5) -13 Tu., sieeve welded to skid roe. oc-43.m. '''.. SKID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS o.or 7-13 ST,:::;WoTe'Irdrsoc000upsoappassmosowast.,, ba,rar ...rm., maim er sirrrord rr. or a, do.. - wado. �3ba. =gg §n if2r�n >!`� M_=p gel !IL oBe:IEE0PRErI;7E'Citzµ,;x L Rl;xu «-;;��.'-gETTR:4cc- L RECOMMENDED PHASES AND FORMATS FOR PCMS MESSAGES DURING ROADWORK ACTIVITIES (The Engineer may opprove other messages not specifically covered here.) PORTABLE CHANGEABLE MESSAGE SIGNS its okeight §5 I. `eco:AM"Pa6 aM"Am'aVeali.e,. au.'ma'taale ...ere per m t I ion a such TO om¢i.worna•inuetain no emwe or phases that to Phase 1: Condition Lists Rood/Lane/Rapp Closure List Other Condition List Phase 2: Possible Component Lists Action to Take/Effect an Travel Location Warning «« Advance List List List Notice List o o ENGINEERING JN J -� P 'eeepascrmessages ve nor allowed. Each phase or rho aepm, en out ce Lodes.. q la a o freeway; a 4. 'EXIT- to refer to al exit Map cn •ExIl tRAIP.• FREEWAY CLOSED x MILE FRONTAGE ROAD CLOSED ROADWORK XXX FT ROAD REPAIRS %%X% FT MERGE RIGHT FORM LINES %RIGHT Ai FM %%%% SPEED LIMIT %% Wx TUE-FRI %% AM- X PM _2 B 7;u CLOSED.• Do not use me tem designation IIx, Us, SH, FMI a,. 6. Mm� wath thergorrm e .oer o a aen referring a PaG to a m., omei howls oe ¢son nee abv tha POAD ACLOSED % 'H %% SHOULDER CLOSED %%% FLAGGER XX%% FT LANE NARROWS %%%% FT DETOUR % EXXITS USE RDXXXX E%O BEFORE CROSSING AD MAXIMUM SPEC %% APR %%- xx % PM-X AM X,` EE s000tayce ureas miyitF t ! agape rrm'RFF Fx' ha.wx is ro startdySuwYe�ilcaPOISa. o beginhoursureay note ion onvor de tine into co. ray if work ntinue itis Maury rnipro o begin tI Fridey evniDgineentInspector N .w' colect ROAD CUBO AT FM %%%% RIGHT LN CLOSED XXX F T RIGHT LN NARROWS xx% F x r TWO-WAY TRAFFIC x% MILE USE E%IT XXX USE EXIT 1-XX NORTH NEXT % MILES MINIMUM SPEED %% MPH BEGINS MONDAY I!e`.'h -Ra .83 B. may cne two options .1. cre i it 'eimero0 00 0dsseaogson:t'rvnF swmsn' ai¢i s be RIGHT X LANES CLOSED RIGHT X LANES OPEN MERGING TRAFFIC 0000 FT 00N5T TRAFFIC %%% FT STAY ONUSE US 000 SOUTH I-XX E TO I-%% N PAST US XXXSPEED EXIT ADVISOR. XX LPH BEGINS 1000 XX 1„ EY$ steady continuous while I Da "aro present rest.. inn Me sane ma ...ens srM ani•c •lin o. lumping we +ntwo i nswarthe 'Oager'ssinps 5 SHIFT RICHT.LANE CENTER CLOSED DAYTIME LANE CLOSURES LOOSE GRAVEL XXX% FT UNEVEN X%ANES X% FT TRUCKS USE US XXX N WATCH FOR TRUCKS %% %%%0 %% %% RIGHT LANE EXIT MAY x- XX PM x XX AM o .�E Y h fE 13. Do not aisway wessages rhos scrollhorizanaliy or ra,imily across i s fir PCIAS. fn NIGHT LANE CLOSURES I-XX SOUTH EXIT CLOSED DETOURROUGH %MILE XiT ROAD X% F W TRUCKS EXPECT DELAYS U5 T0 FM X%00 USE CAUTION NEXT FRI -SUN IV, c h i acceptableuse on a a gtra. rust De d to ether. Rams phrto tris 1rot'wid not b ed, mien neon n theoTwlca m MS . Th should ser visibleIronon sat Rhes r' regi it nomred t least ni 1.51 a s o:dBua aylight VARIOUS LANES CLOSED EXIT XXX CLOSED X MILE ROADWORK PAST SH XXXX ROADWORK NEXT FRI -SUN EXPECT DELAYS PREPARE i0 STOP DRIVE SAFELY X AM x i0 XX PM hZI .8 t feetintext T r I. of 00 inches and we belegible sesnm at ieost 400 feet. i Foch line of easy. doe centered ...so. mord rather nn EXIT CLOSED RIGHT LN TO BE CLOSED BUMP US %X% %%%% FT EXIT X MILES REDUCE SPEED XXX FT END SHOULDER USE DRIVE WITH CARE NEXT TUE AUG XX po �q - 8!! 4 'a i1. If illsableu, ms got a ea von asa ea an nn ra Is appropriate DRIVEWAY CLOSED %LANES CLOSED TUE - FRI TRAFFIC SIGNAL LANES SHIFT OTHERUSE XXXX FT ROUTES WATCH FOR WORKERS TONIGHT % PM- XX AM " %%%XX X%RENO STAY r�E' 'e 'o KURD OR PHRASE ABBREVIATION OR PHRASE ABBREVIATION CLOSED R LAWS SHIFT in haze gat m ossa nm STAY ix LANE in frogs B, aN LANE it R See Application Guidelines Note 6. Access Roaa ACCS RD Malay Int trRRoue ALT AVE Mi. ur Miles PerHo NPR APPLICATION GUIDELINES WORDING ALTERNATIVES DESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT BARRICADE... BC(6)-13 Route Boulevard BLVD FlonOay MR 1..1y I or i phases ate to . used on a POIS. T. The words RIG111. LW' ma ALL nal oe os turnot OROS CANT Norm warn e 3. The 1st phase ior both/ emu. Pe semet. from me 2. Po Iora.one 111, LS, SH, FM one L tRoo0/Lone/Rarp Ctosure Liat• sna tne 'Other Condition List, appropriate. ZIongggs,gus OR North.. IngUnter woo. Pt A ind phase can . select. fron the ...lion to I.e/Eff.t 3. UST. NEST. .111 T o evlanma W. x a51 <m on imp General Yarning, or Ad'ae Noticeinterchanged as appropriate 1 Route Po El. a .1 R•gntLae Sa'r RD appropriate.E or location itraa0 as needed. o! distances e E Ser ao Snnar SERF RD 5. If two PC. we used in May rust De separoi.. 1. FT o. MI, PILE on MILESmintroa...r are.Euss a to two .ares. interchanged ha mer NExpress s,,,,,,,, SLIP a. should he uneerstanaohie by s. 9. Distances or AHEAD col . rron n message r ano.a xvonce on current mreis within se s uson Ent... Enter LC. ENT FP LN o Speed S SR, n4id ty replaced r sdeynot r. a roar+r icer He F' Expressway F0111. Sunday SUN no ewe Man arewexin ton work SHEET E. OF 12 fop Ahead FOC AHD Tenon., TIPP PCMS SIGNS WITHIN THE R.O.W. SHALL BE BEHIND GUARDRAIL OR Freeway imNoO 3111 BLS°Top,n CONCRETE BARRIER OR SHALL HAVE A MINIMUM OF FOUR (4) , 000000egna menr0FnanepvPron s. Hostrdous IP.. TAY 003312EMIRS PLASTIC DRUMS PLACED PERPENDICULAR TO TRAFFIC ON THE ilozor0ous Materiel v ups UPSTREAM SIDE OF THE PCM5, WNEN EXPOSED 00 ONE DIRECTION BARRICADE AND CONSTRUCT ION ne MIrules Vehicles Isi HE, MIS OF TRAFFIC. WHEN EXPOSED TO TWO WAY TRAFFIC, THE FOUR DRUMS SHOULD BE PLACED WITH ONE DRUM AT EACH OF THE FOUR CORNERS OF THE UNIT. PORTABLE CHANGEABLE m r n n FUL MATRIX Pas SIGNS MESSAGE SIGN (PCMS) It Is daarinKest x; W sit )300 1. *nen Full Notrlx PEM: lion are unci. the arorw,er halon, as legianity.visiain+y rea,ireenta Pali n aainain.a as natal in Note is war PORTABLE Lgsv h Lon L L. 0'° ^^t trout. W NET P a. M:GDF :I62• agape. sits, awn es o 'Ft.*, SnAolt IEP1e-n 'e represented graphical ly m Ha Full Matrix MR sign, as .leen , ..gra. of ,n Engineer, it BC I6) 13 Lae ri . 0 over Level IN CLOSED D Los LEVEL B on 'He Fut! Matrix PC., tner only stipple..use me . eV Shell not tale ©,Aeoer '"•'"°" �`. '1 _Maintenance MINT for, or of de ""d 00.00 simulate arrenillp'ra 0002A provided „%e,. .,0 visibility, md¢ dinning re0„raent�m for aPas.i.u.. Iooi a� ion . iN aPa... US-runner. 5N•am0r. FM-comer 'ra..mix �T U.C. JOB NO 08.6.85.04 ... . i • g§ it; .C": ' EF0F:',F1.7.::::•=,,:"„TnIr...r.,117V;,':: Itn;,!"" \. • 1011° . _ _../‘'-dlill......- VIR:rtors WIN LOW PROFILE - ''. I. spacing of harrier refleetors Ts 20 feet Attach Ha del Treators as per rcrufacturees recomendations. CONCRETE BARRIER ILPCBI I. TM flashing Arrow Board mould M u. for all lane closures on multi -low roo.ws, or slow waving Mintentnae Or COnStruCtion mile.. On Me trMel knee. 2. flashing Arrow Roods .ula not be used on tro.1.. MM.% r..0. Mt.>. diver..ne or work on Moulders Anless the "CMATION• display Mee detai I belowl is used. 3. The Engineer/In.ctor .11 chooM 011 COLeoLeiate Signe, bbricades mdior other traffic Central dew,. that .011 be used in conlmotion with me Flashing Arrow FP.. 4. Me flashing Arraw Brerd mould he able to disploy the following sob.: g t''' IC URAENGINEERINGN 0 47 ;Ir'::: i'n 4114 CONCRETE TRAFFIC BARRIER 1CTB/ • • • • • • • • • • • i See 0 6 M Bilk . • • _. lih --.....11411.1100.11;igigli. 3. Mere Mott ic iS On One Sider Me CM. . itt Wrier Ref 1MtOrS abi I be Monied in approdirnately the A...on of ea. section a CM. .....4216s.......1,.....41wW1414 '1,1=17•grihrw•fOr':•'0VironZnrOro•hr=d0rOtdOci.:ew= "ch • • CP • • • ! r: Mroging . reflector. The °Mr. Ref..' Minted on the stee of Wmili 1.01101 Al -I' -...41111.L............/.111.• 3 B1-.11er Reflector: • • • • • • • • • • • Me CM .11 be loca. directly be. the reflector molted on top of Me Merier• M .en in Me MOT, OMM. i 111111111111r,... aS per prof =tare, • 4. Mere [Temperate. two-way trofflo, /tree homier reties., Mall M COINER CAUTION ALTERNATING 01 0400 0304 0. •• • • wan. an eccil section of CIL The reflector unit on ..11 Mve I side of me mmier moii hove ode yellow reflective face, m stem in DELINEATION 00 01,0 TREATMENTS / p,_ the detail Move. ,. ,,,,,,.. „..,,,,,,,,... „0„,o „,,,,,,„, ,0 ., ..., ,,,,...,,, ,.,,,, ,,,,..„.,. • • • • • • • • • • • • L ZAfhtr'R:ftjorMi'sl'Irbe•:e'ArtonrC:Ate In color to ma. 0 END TREATMENTS FOR • • • • • • • • • • • • • • • 11' ., 0 A A o I ::=i10I aVinnceore la forty Hol Ne. oem. mehers cr * flexible -reflective rood. marlier tabe shall NOT be used as Cle *lineation. rodassi46 5 60033000* 00112*00)100060 00021011 020 recomendat.ons. m m ommed Bmr im Ref.., sm. m replaced ea direa. by Me Engineer. 11.Single slope borTers Mal I be delineated as sham on I. above *tail. CTD•S USED IN WORN ZONES . trea.n. uSed an ETB's in voria M defi.I in the Natl.! COMerative Mg., Research fleOcel 350. Refer . the INATCO Lilt for COMO. MA tr..... ay..... 0011BLE ARROW LEFT 8r RIGNT CHEVRON ARROW LEFT L RIGHT 5. Me WCAUTION" disMay consists of tow corner imps flosning similmeously. of.. Alternating Olowen0 Can iwn sesie Os M.. 6. TM straight lire caution display is NOT ALLURED. Ao BARRIER REFLECTORS FOR CONCRETE TRAFFIC BARRIER AND ATTENUATORS 8. Minima lorp 'co thee shalt Ix approximately 50 percent for . flashing arrow md equal inierwala of 25 percent fce each sewential GO. of Me flashing .vro• TM tie! srrow dish., Is NOT ALCORN g r' L. . mg arrow display pg. Me TAM stsndorM Mem, . semential Chevron = WARNING LIGHTS dimlay Ray M u. during day.ght operations. II. The Plashing Aerow BOCra Moil De man. on o veniCle. trailer Or Other Suitable Sappart. 12. I f !wiling Arrow Board SHALL NOT BE USER . lateral, Miff traffic. i 1. limning lights .11 .1. Me remirerentS Of Me TALICO. 2. 'limning lights Moll NOT M installed an terricodes. nat be u. with sign woulactured wiM lym kor C, Sheeting weeding . repuireneMs of De.-Irellial Material Specification AR -13300. 13. A full matrix POAS My M used to einuiMe o f lash. Arrow Board provided it meets ...it, I ity. floe!) rote old dinte. remirements on this Meet far the .• Sin Maw. 14. Rini. nouning neigm of trailer nokereo err. Booras Mould he 7 feet fray roadway ...tan of porel. DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT BARRICADE... BC(7)-13 4. Type, . Type 0 360 *grim Steody Bien Lights me intended 40 04 used in a series for *lineation to opplement olner 01407i0 0001101 devices. Meir use shall be os Indicated sn this .et aiP/or otter .etS of . plans by the decimation 'Se'. .1 R000IREILNTS . 1 . ......r.... or the plans shall specify tre location and idpe of vorning 110. to be instol led on Me traffic control deviees. 6. Men respired by Me Engines, tre Contractor shall .nisil a achy of . warning I iMts certitimtion. . waning I iMt exmlachrer vil I v•E 171r ,":7,.= rs..,m, AT TENT ION aerlify Me yarn. lig/. nee the requirements of Me latest ITE PArchase Specifications fo... Fla.. otd S.dy-Burn Warning 130,.. .1 A. Men Med tO delineate OeveS. Type, Old T pe g Steady Barn Li,. 8.110 Only De pleCe0 an Me .8. Of Me Curve. Mt tile InSiM. , I B 30 • 60 13 3/4 el le eep,, pe ege,pred .1e, THE ARROW BOARD PROM THE RIGHT -Of -WAY OR PLACE THE A. The inee,on of werning lights ma warning reflectors on dron .11 be M 8.11 el...re in the RIMS. ' '-' ''''''''' di"'r• ''''''.". NM' 21'22,,TE'4",l' 2"..V.V.L. Warning Light or WARNING LIGHTS WONTED ON PLASTIC 0003145 -Yee C OPPrOved SubStitute ..Med 1M 0 1. Type A floshIng,vaming lights are intended to,varn drivers .1 they are Operrina Or are In a potential ly hazardous area drL" ‘.'inc•'' 10 "• 1"'•1 .•Y. ': 'A':1e,rsT'sem=f :rd.? =?L'Z':T..;14°.'. =.=MIZ::,:',0 7:on :gg '::::-1,4' ......- .. in.... 740 FLASHING ARROW BOARDS the amesSive flashing of the SeMential warning Tighte shmid moo- fre...1no1n0 0., .e .1.- ...... '1........0 ..... OrOer tO Identify the mairns venic/e Dolt. The rote of flashing for emon ilont Moil he 65 IdaaneS per min.. pIuS Or 11111. 10 f 10.S. 4. Type 0 owl 0 6.011,1rn Warn. 1ighie Cre M.. le be Med in a aeries to del treat. Me eapa of the travel lone on *tams. on lam SHEET 700 12 i i du,s, on Isne cloeureS, CM on other similar o.itionS. 5. Type A. Iype C end Type 0 *amino 1101. B11011 De instol led at ImotiOnS OS detailed On Otter .ets In Me plOn. 6. flaming CiMts Mall not be ins -toiled or a arm Ince has a sign. Oxman or vertical parel. I T. 1. Mainen spacing for woming lignis on drAms should M identimi ta the chonelizing devim Bowing. TRuCK-MOuNTED ATTENuATORS . , Departmentof sm WARNING REFLECTORS 'PUNTED ON PLASTIC DRUG AS A SUBSTITUTE FOR TYPE C ESTEADT BURN, WARNING LIGHTS 1• ,n1,--nr. -47.-r: -urd ,.. ,...,,, ref lector or copze..rev:On.r.stoLt.:tr:!,wery SzLmntALan:..,:i.mtic arm os o a...Mute for a Type 0. steady turn warning light at Me 2. Ihe'rerrhV:•17:jcr;..11 De yellow in chier . sg I I Pa'nolut mitre., ming 0 SIM Substrate Opro. TM uM with MOM, ceure ilerm on Me MET00. 002 072040 ...h,,,, ,,,,,,,, . ,.....,, 4. Ro. rellectore Moll Be fullyeef Lean:rind, ineilA.ing tne °Ter. etto.d.. r i 0,. 0.000.000, 0,00 0 ""00 5. !Acre strietes Pkret .a a mum. of 30 sp•re irches of re teraed Meet.g. hey ch nave 0 re Go Or. '''''"''''''''"'"°``" '''' e...... the ref Me. f0Cing troffic M. meet. Me retroref itivity remirete. far ,.,...cTe. MetZa74frr =2 trt: :WO::rVI'MALIO. ' 2. Refer to Me OUTGO foe t. remiremen• of Level 2 or Level 3 .6. ,I.. tgrog f!ZAM0on1;='.1.:,''''.°° It''.. 5. A TY .uld he uSed (Md. Mat It cm De pitioned 30 to 100 feet in mimeo of the orea of creosw eipaSure BARRICADE AND CONSTRUCTION ARROW PANEL, REFLECTORS, WARNING LIGHTS & ATTENUATOR BC(7)-I3 . qa.re inches MeniN OPArMening snail Sheeting color end m MS 830•Type 0 or Type C. I. Men used neer two-way traffic, both,siaes of the warning reflector Noll be ref lectori.., without aMarMly affecting the worIc performorce. 6. TM only reason 0 MA SMuld Mt be reMired IS Men 0 Mela 'LI' 's 20'...rtir= '..'d •• 'c"." 're' ' „„, „,.,...„ „00. „,,,,,,, 1":.5' :: ;Ile' Ma•AtAl 'Ara=r1 ar•=iiro 7rrtZ =MIL', T1C2 •• U.C. JOB NO 08.6.85.04 2 .9. , m In . c i GENERAL NOTES I. For iono term stMionary k zones on freeways, druns.11 . used as ilmdie 10. gen 0 2. ice interned,. term ...timer, tifolc iores en freeways, Mme Mould . Top .old not ,,,,.. ,,,„ ,,,,, Lg. Gs . primary chamelizing device . troy . replaced in tangent al ov col lectien for mounting sections by vertical or 42. two-piece cones. In tangent sections of water or sims and pox. one-plece ocreS way . u. with the approval al the Engineer but only debris warning lights t i Pi 1 if bersor.1 are present on the proj.t at all M. to nointato go 3. row SIZI'Kenw S'.11°1=yTIO.M'z'overon (rem., a. ore Me v-evrea chamell21. device but woy be reel°. in tom-, ...lions old tangent A°1112 t ' IC URAENGINEERINGN ii-LI 14'. i 4 seciiOnS by vertical VMMS, 1.-piete.nee. Or ao-plece ConeS aS Each drun Mall .ve a mini. of 2 Grape 2x.-S .::: 4. ="old",3177e'lortr'rene 6.11 coply with Me ref:wirer.. of t. Orr. verei. Of the ,M...1 . Mifern Traffie Dontro1.i., alai., .001011. traffic a. 2 white Stripes using rype A retro• refleCtive Meeting 16' x te. Sign 12. x 24. .xion Sign bieleneiOnl Vertical Panel ChevrOn 011-8. Op.:Sing Off, lam ,,,:i g,:-, ag the Irak kne Control Devi. list. COMM. 5. Dr., ... MO related reaterMIS .I1 extliblt .4 str..1110 010 Shall be free fr. ObjeCttOrMie Mr. Or defeCtS Mat .10 CMerSely 6. tiS.I.SCOnierter Sn011sr10:07brase=.11S.1.1.16 . rep 100e any DIGO IC stripe belo0 Orm0e. sp. witn aim., [KO., Driveway Sial IM00. Keep Right sloping down tower. ...es a' other 61018 . [Waved Y. travel way by Engin. g.'.I dr. Identified for replOCement by . Knolnev/InSpeCtOr. Me rep100e- Tent.. Me De 01 abbr.. day.. Plywood, Al anintrn or Metal sign substrofee 60011 NOT be used CO iS,2EICIAL .8. ii 022 DESIGN REQUIREMENTS Pre-qualified plastic arms shal I meet me foliowing remirarentsz i. . The Way Ind ...I; ict,a together in Seen 0 naner mat. b. SbietSISCPssOsSerrISOIYM%Siinr?pteS?SeVIT:. re =M.' 'Si *.SSi i"" Tepee 10 0110e for ...Ina 0 mini.. 5 dawn DI opt 10 druns SIGNS, CHEVRONS, AND VERTICAL PANELS MOUNTED se.rateS from me .e w.n IMO... 0 .1. traveling at 0 Ve. 0 IMI or greater but preventS Meldent01 SeeerOtiOn due to raer01 222222 --ON PLASTIC DRUMS f it ,,or. n, MO/or Olr terbulenCe Created by paSSIng ven... ...7=2.;?.rt,.. -or 0. mos' I b. li. , k- =20/17:= rnmir.=,:r.nouz rtr.g. at Me 36 Inch neigin .n vie. from my alreetIon. Dm height of , Cloopy Install. on beml, snail ix 0 mini. Of 16 inehe6 . =err:4.10f 42 Incres. 0411-61. 24. :,„not,z0zr, fc,AL me eeeme me, em pray iderS Of apiravea Deeateccctaabdales PedeStriol 2. :::r.. Ctevrons and r.r.r.r,.°T,rvv.' ' ----- -. 2. on. worzon e signs wilt al crag. backgrm. .i i ...... with TY. A, or Type Evx0r.O. i-t .A. 5 . top of Me dawn shall ham a but li-in hmdie for ea. pick.. 11ba tlt orange and Mite retro.flective cimenferentiol stripes rot less Mon 4 gnaws ror greater than 6 inches in width. Any ron.ref lectorized 4-R . ,...,,,,, - rl'Isenon.d"12i I im e.it. 3. OSV..efr0et1t4Mic5ira-.g8l 3Pm80eeInen, ett•liShsne gig.nMDItIoeiM1n1 ccSrepe. e akranitrOeelrveefiOanOtl,tse• romefcl0iwn1/5ls.-6o3CDtnr0eOrlTwgyepiseeMe !thern'''''s'VeHgn"aes"rsager:"777::-'1-r:or.' 1:secl'7 ,k 2.T.; sp. be.en my . ogee. stripes .11 not exceed 2 inc.s in T. rIlSe.shall nove 0 msim.... .tan a 36 in.. e m.o. .ight of 4 inc., a. a minimal of two foot.. of sufficient si. to al. base to ..1 d .el while moor.. the arm body 'ran Ito .e. 32. r, • .• 4. sloe'sli:may" omroved by Me Engineer. Sign dinerMic..1, . fee. 18 ino.s in via. or 24 incnes in neignt, emept ter the R9 seri. sig. Mscussed in note 8 below. .od,feol rOaugt.e, 8,10.. ..M0n1I,i.gAnt,bein.oc.ddgy .r.o.tyree P1MNo1 la.ayetitli ehbbyeaelemcmnaoernekSDcteIudrDa.mcw.ti1 .thoormolofrleatsuuhstfel.atrCraat.uprvperiietooM l.e$ t Mnesrimotatibei 0ri!M.10ize,.ier ... RETROREFLECTIvE SHEETING e..,„ - N ......*4 , Detectable K. ,' ,,. Al.. ,,, .10' 1111\ 5. Signs moll be ins.11. using a 1/2 inch bolt (nominal, end nut, two waihMS, One One ICaing waher for each conection, 6. 1.1;:nting bolts and nuts shall be fully ergo. ma mately Wm... Bolts 6.10 not exten0 awe Mot 1/2 DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT BARRICADE... BC(8)-13 I The Stripa uSed al dame .11 be .neructed of .etirg .eting Me . m cw- oml retrorefleci1vity rewire"... of .porteental Moteriols reeTIMTZl'irre-roon lenl'i,e7rote."-wIre.peeT77e:3 r17,f=M7onex ' rx:fre ::;211' II.Tse, to.onu=irrirrc:g? 7. reM'tIrsZsirrrm.o1Z'n mowed ln-plooe ma exhibit no del...ming, oraming, or i.s of re-rorefl.tivity otner Mon Mot lo.. to .rosion of Me Meeting .....fcce. -:LOO° . . DIRECTION INDICATOR BARRICADE ..1 DETECTABLE PEDESTRIAN BARRICADES . e 2 inoh.yond nuts. T. on.m.rvren.Smorray,....be :i.r.eacnon.ndr.6„,,r.a4erthe:u...telde..of Cerinv,en.a,.. locations they moy . pi..., eve, 0. or woo., ,,,,, mare than On every Mira arm A mini. of in.. 131 sigo,d . us. ot .. iomtion .m. fee in tee p.m.. S.SiSinciKsTidie n% :n1AelrecilrgllSreiS0el!nr 2:i4r t. Engineer. BALLAST 1. The rirectIon ...color Barricade nq be usse ... Mom, 1. Men wwistira ...rim foci , i , tee a-a Oisruotea. cloma. ar ....cote.] lr a rIC zone, 1. temporary fooll1ties e.all be 0..1 of *220, ,.,...es ... ,... 002002. ,,, h2 . o., to 50 .be. of eon, t If um. the Direction MMcolor Marriage shoula ...ea rer="%:1,,n17.',T2:17,m.,.... .EET El OF it mi. eax, Men f ii. •itti 700462 material, snOuld w0i. betmen 35 Ins .... 50 Ms Imaximani. Tne MI Mat may be sone in one three s.. moorate Iron Me base, sold in 0 smd-ei.led plastic .e. or other ballasting devices as approved by Me Engineer. StooKing i•Lemrles to direct 2202220 702.2.the trom1110 ma into nt ..,o„.. .... 3. Tne eirectIon Indicator earricoae email consist of Me-Direction ..... Arrow M.ii•A, ere.. tn. MOM •ith o Moo,. mroe 2. :il?h".g Vietr".1sisMiss= is 2001 'is " gfrIsr.. cooe Mo,. ne Mee". °orb.. . fo.1 ,....... ie. mimic.- the Mum. ....,...... ,i's 'RUMS Pfflartnaent of hansportation Of sandbags will be oil.. however .ignt of sandbags above povement t. Roses with WI it-in bal tost .11 .ign .fteen 40 lbs. and 50 Ms. Ovilt-in Cal Mat cm M constructed of on integral crurb r,./Mer .se or o ealid rubber base. for tnis type of ballast on the MUTED 115t. I. The Oul los, Mo.. nor oe now, °elects. outer, or my water.. mot .....10 necone noserCous to motorists. pedestriam. or workers Men Me deem Is Sir. In 0 ven.le. 5. Men Med in regionS S.Ceptible '10 /Met., OrtanS .11 neve MOir. 7=r0,1-421,..-- snit. ond ,,,,,,,,oe ...oleos e.00ino demo. ot on mole of 2ofl'ens'Me:n.C.112='.‘' r402 u'er.'"*''' '"."' "0' 4. Double err. on Ire Direction Indicator Berricedeeili 70100 0.,.... ' ==e4.7rre'Lero;p7o,:ettntZwn "Z,ZYK!!.e.)o.I., ,,, .... .:::::°',"=:, .0., Moir. I irk fenci 0 roots rt.erlielS:les.sed00 cm Mt iefeetM., ...... . t SS.S. Ls ',:,:, ''' ° *abilities Act Accessioility Ouiciel Ina* for Out idi 1.1ties MO... ma stwala not . us. 5. Morning tights Molt not be attocred to detectable p.m.. ear,r..... 6. '' rz=e?:.. BARRICADE MID CONSTRUCT ION CRANNE'L I Z I NG DE V ICES BC CBI - 1 3 1101. In Me hottms so Mat woter .11 not collect . freeze pecoa. ro'K'''' .1 na troiiing with no so. inters. 0, .0e ,,,,S, 6. 130110. mall nOt be ploCea co tap of Mums. T. A....sires moy ne used . swore base of arms to pavement. 4-03 1-13 mm ,, ,,,,, , X7,:e.norTe=,insoc.oxxxxxemssas.sormst,,m, ,,,,,,,a, me. xxxx,,, e, si,,,,,,s x, ox, am aws - xaMx U.E. JOB NO. 08,996.85.04 P. .i... lia to 12. • fo it V to ir . to 12. 1. The c.vren .011 Pe a vertical rm.... with o inCneS io--..2 le-ei 19-.1 15-81 minima size of 12 le Nlh G,', Lii Ns'PPbCood*t'sI•'hh'nirpoerrCEMit 7 T8tvv 45 i .g _ ) * enneCne;i'lene.rxye f'eadfi0ienesdf'lii2e. recfvttI15'cOn/HtSviico oaoerp eeiolhvttTTla coneeG i uce.txMiIoceetiCeeshnS eonrrM cM,erero ,eoeg drpoa ennca e'tbechpnes.fl s r vTva1iIt.hnenZ4fMMliice.edoets'ne auecornof.irn.nstsregl ft.r1epMNhsv-irreq.eciI.mor rc.s- yCtfZt skeeefffepo "mC.eM ttttvilteheatrLiipil oWreiitilOrnnd.ene vdi'lpUaee ae.o ec.cWulti1il eppdeeDlt iiondrZacirnogen.fiii .yT/Ieo b!1! P, It IC URAENGINEERINGN I:III: ......_ i'F!.' .I2I'e .Z..: iIIIII . '''''' 11P-112 .. 444 i id t m'nnyceiivn..efag seoh.st.'IIlrnMNnbCalnnesMbUOS'nbhu nr stiedr Oors.ti ntiog roePT,tseda' Mie'anCnspe.Ti.ansinnergadrdeg L.a.tdii octtuieaongednl.epir .eoE"s.owddre.iileSmneak.il Z.i1 Mftfl1esst ltllprrNs'iiu. eadC.ti ev.e o.l n a.fnm r,rt 0wetiii.2ilet. rCoC1I.iMConencomctioe.e0sfSs'vlb Znm.l dmidode'vd eeofRr:Cearftsevfmpada.eAfpS1ni. eO.1e ov o 4. The Controctor .11 nolo.. devICOS in a clew condition ald repl. l'i el ,.. -:,- set,- Knt.ne ,,. ,„; g. g retrorellective Type Omer Type C8cenforming to N.M.. Material Specification 55•0300, hnleSs nat. Wheel.. . legend .11 neat the Mfr... nOnreflectIve. fOdeCh Or INOlen PeviCeS ald POSeS OS r.uir.. the Engineer/Inspector. Me CantractOr Snal 1 Pe repeired tO MO.. CeOber device spool. an al %intent. 5. Partople 1..9 .11 be fobr.t. (roe virgin and/or r.ycl. rubber. Me tih :' 121 53603 Oeptli MI,. or .1,1.11n. 1 DRIVEABLE repairmen's of 015-230. f iyea Base . Approved Amesi. , far Lang Tern StatiOnaty uSe On t.erS Or tOr vattie Bose. or f ImMie Monition on freemayS aid divided higheay5 somort .., se useoi Self-ri.tirg onevronS may be u.d tO .plement p122111 �-227 but not to rept. plastic drum. portable bo.s snol 1 wsish o minima of 30 lam 6. Payment strfoc..11 Itte pre.. in a manor Mot elleilee pron. bending between the aresivae, the fixed crow. 1..s atel the paverent arface. Acheeives ehol I be prepare. one oppli. accoraing to the wenufecturees recartendations. 1" '1.1.==7:17,:lt`"°"'"f'Vev'':717; I. Verticol Ponels OOP's/ ore normal ly us. to chainelize troff lc or Olvide opposing lams of traffic, CHEVRONS surf. discoloration or arta. integrity. Or iosabie Poses snail not be permit. on final pavement surfaces. The Engineer/Inspector anal I oprove oll application a. removal procedures of fixed bases. 1.1.1 li El• to 12' H ---q 2. VP, irroy be and . daythre or ...Me Situations. Tney troy oe usea at tne eage at snoutcer arop-offs anal Oilier Cre. men os ton man:time where positIve 11' ..ki 4 .ytine ene nigh.lwe delineation it required. . Enginaer/Inspec.r shalt refer ro ine Pool. 0...ign lanu01 Appendix 0 •Treatment 01 Paverent I/rep-Offs in Pork knee for additional gel. has on the use of tyt e 4 VP's for dr..offs. 3. VPIs shoat! be mented P. 10 Mai If heed at tte e0,8 of cuts adjacent to twomey I. lore rm... Stripes ore to be reflective or.. ona reflective %Mite and glj14111 Ps.= [wawa 1.11 i I a ...ate maxim. Crenio:::!:Ing !A° .uld 011,0ySSIODe 00... MK. Me tr.. lake. 4. VP's u.d on ertmeSS.ye old ereewayS or other high C,Mabafr.se OfIteb, Zle'r Tront of retroreflective prep facing traffic, 5. Self -right!. exports are ovaIll.le with portable h.e. NI1 30 35 e. L. :+ t 50' 205. 165' 225• 160' 245. 30' 35' 60" 70' tl Elle See Towel...1 Illark 3one Mole° Control Devices Lis. ""' 6. Sheeting for Me VP's Noll be retrcreflective Type A gill 40 45 265' 4 50' 295' 495' 320' 540. 40' 45. 80' so. 1 ...nano to .porthental Material Specificotion1112-6300. 50 500' 550' 600' 50' 100' N !; IltIgid or sel -ri in. ....... n.IR/ .R.RIR. V. beere the heisam of reflective materiel on t. vertical P.el is 36 incnes cc greater. a ponel stripe. of LONGITUDINAL CRANNELIZING DEVICES (LCD) 55 60 5 50. 600 605' 660' 660. /20' 55' 60' 110' 120' PORTABLE 6 inches shot 1 63 32)0. 6 50' 715' 780' 65' I 30' VERTICAL PANELS (VP8) I. LCOs are crasnwortny, 11..1.,oevices Ito" ore nighty yMible, note good tor., volhe and cm be cameo. toset.r. I., cre not desigr. to oonien cr redirect. a vNicle on incept. 2. LCOS nay be holed inateoP of a line of cones ar dna 70 75 700' 750' 770' 825' B40' 900• 70" 75' 140' 150. DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT BARRICADE... BC(9)-13 3. LCOs .holl be cloyed in onerciance to application end installation requirerents specific to tin amice, ond 4.= =,.17,,,trr.r.:3 V.7.,..c:1:' 8.'o:t.tive proteCtion for obstmleS, Weal,. ar woreerS. 80 895' 2180. 960' 80' 160' 1. 00 373 Traffic Lam Divt.rs COIL. Cre del Ineotion .v96designed to convert o 5. LCOS .1, se staples.. with ratrorefloctive eel ineatiOn . required fOr tarberary .rrierS . pain .n ploced r.gniy derol lei to ma ... tons. 6. LCOS used as OcrriaCidea placed perpendicular to in., .otivi here et least one row of reflective sleeting 76 ,72 repairmen. for iscrricate rai 1 i ....n on .110/placed rear Me top of the te.gt,',777="1;1"r11.71i.r7:74::;.1 T.I S•Pos ... Ilain SUGGESTED MAXIMUM SPACING OF norm. one-, roadway Snit. the t.-.2 LCO along the full lareith of Me device. CHANNELIZING DEVICES AND aferetiOn. OILO. Ore uSed on teniteraY Centerlin.. Me °pad alb (benerr41 C.O. MINIMUM DESIRABLE TAPER LENGTHS on me Molts fees indicate Medirecticn of „..,e, traffic on either sibe of Ina at:Iber. Me .Se iS seared to . pavement ith 01 Oansive or rubber weight ea minimize waxen. ril 00. .. . ey 0 Velljele 1,:et I, Vjr,igust. WATER BALLASTED STSTOAS uSED AS BARRIERS 1. ester 001I0Sted SyStala ored OS Perrier, Nall ma On u.d Nle....el in raid USW,. eut al. tO prOteCt Me work SpoCe per Me appropriate NNW 350 CrONeOrNikneSS repair...1S Weed On reedway Site. Ond terrier appliaatical. 2. Ila.r Oct lasted systeva used to .1.1in .icular traff ic Noll be suppIevent. with retro...act/ye delineation i 1 S KEET 900 12 6 ,.. 3773,,.. in coabination Vivi 42. mr:: . .cing between the OTLO Yell . exceed 500 3. alter OM latited SM.. uS. OS MrrierS .011 Pe pie. In accord.. to application am inst. lotion reofirments if ic to the device, and used only Nen show co He 6112,01 list. . 4. Pater boIlosted systems used as berriers ....t. osed for a war.. teler except in law speed 1 less Men 45 Me ,4...• , Texas apartment otRensportenon OriveMle Bose feet. 42' Cones or Os Ma. le.. Pay Pe u., the OTLO's Naiad . exceed 100 fool sooting. 9' .2 . 4. I. 00.0 .11 be move with 0 htma .0' emoted on Prue. reflective legend. Steeting for . 090 shell . retrceeflective Type bn. or Type Ca containing et. ore.. Men uSed On 0 Meier In 0 10., ape. al. Crea„ Me tOper NOI I be delineated ald Me taper tang. ...a te desist,. to optimize road user operation aonsidering . avoil.le georetric =Millers. 5. Aben waler .11.teci syStare u.O as terriers nove blint an. exp... traffic, May Sho.A1(1 be otter.. Os per mnufmturer reconatlations or flar. to a point outside the Wear zone. BARRICADE AND CONSTRUCTION CHANNEL I Z I NG DEV ICES a to .parMental Material Specificatim 015-0300, Loloste nat. other... lhe Icy. Noll nee/ . requires.. of 0115-0X0. O'rrrieUreS17r1;7r1S:17ol'iribi:41:717s$721"2''r''''ll'''''''":''"2':?:' BC (9) - 1 3 HOLLOW OR WATER BALLASTED SYSTEMS USED AS OPPOSING TRAFFIC LANE DIVIDERS IOTLD, LONGITUDINAL CHANNELIZING DEVICES OR BARRIERS ,. 'YT,:e:',.;:;U:,Z.Ztinsoceitotyyzasyssesmyarecsirve, temviv amine. evimi tv settee m am om Yes - 6.29,. E z A m��� nm G3E k i_, rd'5 f,,,,-, bpi _ T, Dena TrPE B BARRICADES i. Refer to the Compliant Work fone Tref f ic Control OevieeS LiSt r ail sn,wi is of fp ,oi is of the Type 3 Barricades and a list used in tne constructIOn Of Type 3 na am end arcm,aatlm a 3. sorrIcacies ...tensing across a r000ray moat° ar�ded gym. s he ionrsnl areMwdeny. yauriorot� d Of rn°a,. striping ng ops natio to m N... amim.mei s Pale, roils. Tne mar,Miant of le,twn`w offs MOOS.y °`m divided highway be ROAD eo-r�oaa .n the ndner. P.' ICLOSEDI II a Em j /� � �g f m -. �-- J y ...1,—_—_�� G20-61 feet �� _ m , my. _ _ \ �J 0 ------ t he ,.,.TIN.-shoulder in less PERSPECTIVE VIER b steady-burn wearer' nay be substituted for drure when a. linn use eassiser sic.gbh t extend the n N of culvert widening. a on one-way rmd, - o Z" V Z FE W W Z 2 W 1 1 -__ 41 gemea . , Na.m'�at"mirao der ro oma e o ra c ,ens m e PERSPECTIVE VIER D=tour Raadwar LEGEND m w gR1 Y. Parsing i mhe ma ' a a ® ® Natio dm €:h : Via:ilisloi;:i1F cmetmea.. ors s. der TM arm rolls on Type 3 bo,Taaes p' ib §® ® II111111_-_—_,, a yellow.orm0 rplastic onni with ef !WIN n �:9 Ica, accrete, iron, cxesena.�smsonceags solid a al.ei and 0m si =1 ` 11 11 11 4 Y see n womiinr.riatm D o .8 iL h mms snalw, as r 'a!'" �maa: slabiv pro- amex'"Bed .l Nnail„bMoll e rea0rbe memowm& o-mair NaaMaars9. eltn corefor , he device to deaarmmtal Vatai 01 kxiiiuo�io�edn ewoeni•sAaenen.. le c. ,Dido ing c. II downward m me direction of detour. I. SIMS a hel r aIn � or rd.., ,t81 a Kinndao n behind y 2. �, Signing 0011 be n sdeci«ea elsenwa in DIMS . II II a �. IPLANt VIEW Barricades II _8 o 5 H B width rr i I. . m.rm e nine, yellow orz — El h 8� Barr fades MalI NOT se used os a sign support. TYPE 3 BARRICADE (POST ANO SKID/ TYPICAL APPLICATION PLAN VIEW CULVERT WIDENING OR OTHER ISOLATED WORK WITHIN THE PROJECT LIMITS 6: d T mmml}- I THIS DEVISE SHALL ROI BE USED ON ,' e �o /. / sheeting CONES PROJECTS LEI AFTER WWI 2014. TYPICAL STRIPING DETAIL FOR BARRICADE RAIL s€ < mid.. 4 Im.. orae I r I' / II i I6z 2' 3 TI I a. fir EDGEL INE e'gE—� ja min. min, m r CHANNEL IZER — a I�I, Stiffener at ro„ s«rr .N �- I. This device i ended Only for ..Se , Pace Of a vertical anal to TENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT BARRICADE... BC(10)-13 E Macre x011 de cllawa m one ewrlcme. TYPICAL PANEL DETAIL FOR SKID OR POST TYPE BARRICADESalternate Two-Piece cams One-Piece cones T.wior Mocker off 1 foe. It is Mt intended to be used in trossitiOn Or tape,. 2. This device shall not be used to few, lanes of traffic Imposing or otherwise or warn of objects. a inch le..< bande, s Altwnme ® (11AItwa DAL, ® weight 242 Cares Mal ave a mil imma minnimmi 9 I/2 las. d2' 2-piae area Mal l N ttignl 0 30 IOs nc W n9 base. striping etrace with an he bond should ,tn�n. COW ar Hefour approximate n. pop color of for left white for flan edaeline for the ice a abu w reIXeizedheeoaaline m 'etre, wefrc! peamt.ental Material SPenif ico,itpus-es0o, fe /se a, 50 sn.ioa mooing 4. TM Macorrem unlese other noted. m nue eeion o minima or tl Ie s. I. Ira arsers be Y m ab rine SHEET 10 OF 12 MI 2 marc Rin s ® STOCKPILE Dor aaoe o-i9nt oat , hOv c0a c enn d o. tOdem�oeee� n cads N ON Of tO ale snide° in Separate Or 110110..u upend right MCI maninm , Rom s Ogsm°enzol nevpaoerlon arm x ® 1 11111 a Ioop edema 3. NO Ce r0 . device. nt shoo,nlatretrievin,1 m,tta w. Slew a,e. o olooation � psonel if eimig de nm vont lto tMOrt-term Teas, m Ia imtion OM OM Tyne A. the requirements ll peawable f89al an a� 0 918 SiatiOna, mak OS defined On BC141. MASA SAYAA10 Mt be Weil BARRICADE AND CONSTRUCTION CHANNEL II I NG DEVICES A- b ems. wtin� paele w dr, me «,«able for 011 earn Ma I. Cones or m .Anne den m AO<I1 poject Mould he or the safe sire BC (10) -1 3 TRAFFIC CONTROL FOR MATERIAL STOCKPILES as son, ... w. f ... `°'"" LJE JOB N0 0889635.04 2 .9. , m In i m MORK ZONE PAVEMENT MARKINGS Temporary Flexible-Reflective Roodwoy Marker Tabs DEPARTMENTAL MATER IAL SPEC IF ICAT IONS PAVEMENT kaRKERS IREFLECTORIZEDi CMS-4200 gagRAL REMOVAL OF PAVEMENT MARK I NGS TRAFFIC BUTTONS a,,,,,,,,,, *S °I " ' PorMb1Tir‘OTIZZIXdn'al'-'frthro'lrebebol=7;KI: EPDXY AND ADHESIVES OMS-6100 esTI:intar=i7LI',14.¢71:r=t;ftKe'srora=1' =';'n TOP VIES FRONT VIES S. '. BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS DMS-6130 i'i 'B'' TN'T'i'llVM 7iMironl'asre'r=se Tt'at.5 =7:1:::' ' "aff'c ''''" ' "'''''''' ' '''''"ed 'f*" ". r* ' '''''''' ' 'r"f'' " ' 1 / / ' ] PERMANENT PREFABRICATED PAYNENT LiARKINGS PAS-8240 'Z'i La' IC URAENGINEERINGN a., ,.., 41 =Ya i' n 5. ... 2. Tce Obace Mall . epply 1.0 detOore In plaCe far lece Men three 2. M10r, patterns old dimensions .11 be In COn.Mrce win. the ..re. *we f toceerti Osafer suff Ment enornall,na deviOn ere died 'WON.. on UnlIma 'raffle Contr01 Deal.. 1.1C01. in Ilea Of reakInce tO Outline the det. re.. 1 TaT,,c:,,,,,,,,,,.v, PREFAMICATED r,zr MAS-B241 ,,..• ,.., , A00111.1 .plemental paw./ oak, WWI IS may De To. In Me 3. Poyment makings shall ce reirovea to me fui test extent poss... pi. Or Specifications. . as net 10 leave a diecernable working. Inis lus . ,r2r MS ' —iii h— Ye t TEISPORARY FLExIBLE, REFLECTIVE ROADWAY MARKER TABS 0145-0242 f. 5rii l'E.; "II ?ethos 4. Povesent rerkings .11 be Instal!. In C.O... with the TIOJTCD Payment Ibreings ma Makers, MO os en. on Me place. ' l":"4":77:074;:ni:l'irIZ7iFin,irrprOT:010ner:01709 4. re2e=i'renr017; 7oe';'Z'o's 'iler= 'in'irt 5r71.' ''' kneel.. Rel. of sheeting :;.,'2T.''',.:7:.1.':- A I is/ of prequel if ied reflective raised pavement makers, non-ref lective /ruff. buttons, roc.or morker fob ond miner oovement markings con ce found ot the Notarial Producer List ceb address M. on DOI I /. !I b '..., 5. Subject to . esprovel of Me Engineer, my net. mot prcees to lie .cessful on o Damneder type Paver.. ae mce Is opeced. traffic DD NMI PASS signs Mail ea erected to work 6. Moss 7.:,17st,Leng.11... us. bur will not Os rewired unless swirled ly ;ZsTrtrall'on.: bevittnr:L.Vr*Hr'br....*1^T S. Ocer.painting tbe StIALL NDT BE STAPLES OR NA IL 5 SHALL NOT BE USED TO SECURE TEMPORARY FLEXIBLE -REFLECT I VE ROADWAY MARKER TABS TO THE PAVEMENT SURFACE 1 i 1" L '111 Ey, , ,.„,,,,,,, of markings permi... ' !VtrIrt:m161.TIM ''''P"'" 'n'ar11.3'ne!!'" Tn ''''''''''' ' 77.274,!' "'"' M ''''''' ''''" b." d'r'"" " '''' 9. ..ol of evieting paveirent makings end makers 'Ali be pa. for directly in accordecce vim Item 677, •FLIMINATING EXISTING PAVEMENT RAISED PAVEMENT MARKERS RANKINGS AND SINIZERS,• miese otherwise stated in the pl.. ! Tceporory I texible•ref icetive reedcey maker tete u. ce Cui.cerce Snell meet Me receireter. Of ENUM242. 2 Tace detailed en MI, Meet ere to Re bade.. MO lamented Or Me Oceignoted repreSentative. Sapling teetino is not it h P , ak ,,•,:t i• RaIsed ocement makera ae to ce dz. meadice M tce Pa.. 10 Bloak.out making I. rre be used to co. air: licti on 1.1121. 'workings ea oeriode icee'lten two.. ecen ecemoiby tie Eceicem. me requirement! afrIten,X240;RAISE,IPAXE. NT MARKERS. md Decertmentol PREFABRICATED PAVEMENT MARKINGS .inem Or MO or •B• below rey am in.. to assure quality before placement on the ' 'ond"ToOn'irtO'the'Cl's=agtarinrce'ritter ' ' ''''' SeCtiOn . determine Speen iOation 001pliace. '''' ‘nd r."..r"." I Select five 151 tces . perform the following fest. Affix live ix edx ot 24 inch Wary. en On 0.alitie paves. in a go ,:t i12% :72±, I• .amabie MeMbriciMed Davement..-ki. IFI.I, me. t. reduirmema -t-zu=lfrorar----,—,-- MAINTAINING WORK ZONE PAVEMENT MARKINGS stroicei line. ceing o nicliin sin p.m. velliele a Pio., of 35 to 40 miles . h., four 14/ times in each dlr.... No more then ore 11 out of the five 151 reflective surfaces .s. 3. Small design variances ince be noted be.en tce menufacterers. 11 I. ,Z•lat.ngn=nin's 'ZOrlri'rB:a!'. ' "n"'' '''''' '''' ''''''''''' Stendard Sncet 151,17.11, far tab placement en sea, coat wor, 2. ifork zone pavement makings .11 be inspeated in moor.. with . freq.. md rePating receirments M work mce M., ic Pa.., RAISED PAVEMENT MARKERS USED AS GU I DEMARKS DESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT BARRICADE.. BC(11)-13 3. TM saki. Sceuld prOvide 0 kielble reference Mr 0 ii., di.. Of 300 feet aring nem. OW %Pt hare cno iA0 Tear Mien illumine. by M.. le lew.leas headlighte el niMt, unless sign, distonce is restricted by roo.or g...,,,, 4. *risings foiling to meet Mis criteria within tne firs/ . doss after Orsoment shol I be replaced al Me expense of ine E.., as Per .cifi.ion Item 66Z. Dr.. net, Md., ice rceeirmenta of DMS-aEce. t All teetorary teraiireCtiom roised pavement makers provided en a Prokeet shell ta of tne sece riarufaturer. 3. Adhesive for ceidemorks snail ce bitomirous material hot applied cm butyl rceber . for all surf., or thermoplastic fa concrete surfaces Ouldecerks.11 be decimated am qua, - (two ssipeo ref lective sorfcces with yellow body, Milif • lone silver reflective ssrlsue with eflite body, SxEET 11 OF t 2 AMPf' 'rex. oeparonent of nansportagon 0LO .„,,,,,,, BARRICADE AND CONSTRUCTION PAVEMENT MARKINGS BC (11) -13 2.911 ii.ce i•13 ril''' 1-02 5-07 U2,1 ,:e=a7Z.=.'4mbsomoocesoceye,ce,mm.rib.ii.,b4.,,.m.•‘,„m„,i,,sb,„„ cen, aole-ece„ U.C. JOB NO. .96.85.04 11 61.1eS, PAVEMENT PATTERNS STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS 04 MARKING - '1' -0,m3<m>0000130 DOUBLE i_0-1 0/ ,c,0,- ipto12- TyDe II -A -A ‹, A I. . 0 . . . ,:::C. . 0 . . . 4 to IR TT! 0000000130 000 NO -PASSING Pi , Tel low - Tel low j,,,,,poocoog,ig0000cooloo,k0000000lyao LINE • Z2 w 0 R 26 - ir tl; Cf> CZ> Type II-A.A '. 6 Putt000 V Yell. 2,...F. ..t. WFLECTORIZED PAMENT MARTINDS - PAPTERN • RAISED PAWAENT MANNERS • PATTERN A SOL ID EDGE LINE ... Typeol-Co ,01-Aoor,o11-:-S0 0....,o,..-ToypeolYoor so Puottenoe ..q...? Fit. -0 Type II -A -A '0NO-PASSING i LINES OR SINGLE ill — —. '.-----------YTYII-A-17 ' pe LINE I- 1..te or Yeti low 15, REFIACTONITED PAVEMENT AMINO - PATTERN II RAISED PAWNER, ',WIRERS - PATTERN II Type I -0 - . 3- TYPe W Putter. WIDE ,7LI ol ro'o-c, fj! CENTER LINE 6 NO -PASSING ZONE BARRIER LINES FOR TWO-LANE, TWO-WAY HIGHWAYS .000 Mite -LINES i0TM, I -C Type -000I 11-0-1-, ° ° 0 0 0 0 -..0 0 0 11' White e....a 00000,0000, ...--- .cl.""-- .2 ye , tow ..0 rm. no. Type I -A. ‹P bO'Otr:O% CENTER Zrir LINE .....:: 1.- ,o —I— ,.. _.I OR hLANE ;g1 .......,OTc.v. 7...=r. . a ...o h 0. O. 1". Ty Y tt -0 moo ' pop pe buons r White c °R. Pao, oPo Rm° LINEN BROKEN TyRe I -C Or II -A -A Rwhen required, ft 5copcoope7:::=::o\opopooac.arproO-pp. RETLEDTDRIZIO PRIEWNT WWII. RAISED PAVEIWIT MARKERS \ 0 0 0 0 13 0 F' 7 - 7 9. 1 .1,..., !: p000�.-;00000 00.010000.000 0&O$00000 00000000 «0*!000 Type I, EDGE 6 LANE LINES FOR DIVIDED HIGHWAY AUX I L I ARY ,.„.. I -C Or II -C-R OR LANEDROP O - LINE zgz ME M M MIM M < '0 TyPe 00000000ono 000 ''' I I ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) TXDOT BARRICADE... BC(12)-13 ,TyPe II -A-1 Type Y 1:41110IIS ‹P oop000.,oac000000000000:,.iroop000000c0000000a REMOVABLE MARKINGS , PITH RAISED a o .> ,,0eal IOW Goo 0" 000 a Do 0' 01000.' cl> c"t-P"' PAVEMENT MARKERS I.. to. -.1.— 00. —.I IT reie. Men., oorkere 6me os. to supplement RDATIABLE ..kings, Raised Pavement MorkerS the myrkers shall be applied to the REPTECTORIEW PAVEMENT WWI., RAISED PRIMO. MANNERS top of the tape at tne approximate mid length of tape USW 1,0f Draken tines or at 20 faat spacing far L.--.1 Prefebricated markiege may be SubStitsned far reflector,. payment markingS. LANE 6 CENTER LINES FOR MULTILANE UNDIVIDED HIGHWAYS sorid lines. This allows an easier 20' 2 , removal of re,. pavement itarkere Centerline only rot to be used an edge lines led taPe. SHEET 12 OF t2 ‹. ‹P Type 1-0 -,,,,,, oo .,. ono ... ... D.. ... . ''''l Ail*. , TOX8 S 0.3/3111.10.01 0 I hal18,01181. ft ''.. ‹. <3 - - ',"°%13 °°"*US gggVag Y.j>.11-0A T buttons TyDe * ) BARRICADE AND CONSTRUCTION 000 On ,z....",,,, 0.0> 000 ... MARKING PATTERNS C',› CZ> coo coo a op Doe CZ> ..,IVNi te•••• 4> " \ , ,:c Raised paverent marker, peed 00 000.0000PAVEMENT pavement markings shall Pe from the approved Products i ist ona meet the requirements of Item 6)2 'RAISED PAVEMENT MARKERS.- BC(12) -13 REFLECUM12E0 PAVEIRN1 WRINGS RAISED PAVEMENT IMAMS Prefabricated markings may be substituted far reflector,. pavement markings. ''''''''''t7.7L:'" "' "1 " [ "'" ;1 TWO-WAY LEFT TURN LANE !Mt 11-62 7-0 ao, L]:=27.==,,m0026,8266,6sm6.,,m-mrmssm,,i,d,mmumee,s,,,,mm. 6,26, 2o16-6.2som 00 91 01 ADDENDUM NUMBER 01 Ennis Joslin Road Extension Holly Road to Williams Project: Drive (Bond 2014) Owner: City of Corpus Christi City Engineer: J.H. Edmonds, P.E. Designer: Murray F. Hudson, P.E. — Urban Engineering Project Number: E15109 Addendum No. 01 Specification Section: 00 91 01 Issue Date: January 4, 2017 Acknowledge receipt of this Addendum in the Bid Form submitted for this Project. Failure to acknowledge receipt of this addendum in the Bid Form may render the Bid as non-responsive and serve as the basis for rejecting the Bid. Make the additions, modifications or deletions to the Contract Documents described in this Addendum. Addendum Items: To change the Pre -Bid conference date - New date: Tuesday, January 17, 2017 - 9:30 a.m., location remains unchanged . ARTICLE 1 — BIDDING REQUIREMENTS 1.01 ACKNOWLEDGE ADDENDA A. Acknowledge receipt of this Addendum in the Bid Acknowledgment Form submitted for this Project. Failure to acknowledge receipt of this addendum in the Bid Acknowledgment Form may render the Bid as non-responsive and serve as the basis for rejecting the Bid. 1.02 MODIFICATIONS TO THE BIDDING REQUIREMENTS B. SECTION 00 21 13 INVITATION TO BID AND INSTRUCTIONS TO BIDDERS — Article 4 : 1. The date for the pre-bid conference has been changed to Tuesday, January 17, 2017 at 9:30 a.m. The location of the pre-bid conference remains unchanged. END OF ADDENDUM NO. 01 Addendum No. 01 Ennis Joslin Road Extension Holly Road to Willimas Drive (Bond 2014) 009101-1 Rev 01-08-16 0091 01 ADDENDUM NUMBER 2 Ennis Joslin Road Extension Holly Road to Williams Drive Project: (Bond 2014) Owner: City of Corpus Christi City Engineer: J. H. Edmonds, P.E. Designer: Urban Engineering Addendum No. 2 Project Number: E15109 Specification Section: 00 9101 Issue Date: 01/20/2017 Acknowledge receipt of this Addendum in the Bid Acknowledgement Form submitted for this Project. Failure to acknowledge receipt of this addendum in the Bid Acknowledgement Form may render the Bid as non-responsive and serve as the basis for rejecting the Bid. Make the additions, modifications, or deletions to the Contract Documents described in this Addendum. Approved by: Urban Engineering Murray F. Hudson, P. E. 01/20/2017 Name Date Addendum Items: ARTICLE 1— 00 30 00 Bid Acknowledgement Form — Attachrnent No. 1 00 30 01 Bid Form — Attachment No. 2 ARTICLE 2 — Modification to the Specification ARTICLE 3 — Modification to the Drawings --Attachment No. 3 ARTICLE 4—Clarifications /, aj' 4•t-'1 IF Cb 11 -:./le e,• iT i O • V .sJ p 00 Ve @' 1 }a OilCmeaaaeee•«n•••••mesa ar.i a 09«OA i; flMiJ 3AY F. HUDSON"'AP aaofn,aOaaeQoe«ey•••9•e.•oaovoomeobv- E`7'C3 z+ ha." mac. �1 c ;P+ 78198 0 <c, 1,,,,,,,,,,,- ,,,,.,:c,,,, 1 rrQQ(�, ,,f), �r` Sro J� ;i Urban Engineering TBPE No. 145 ARTICLE 1— BIDDING REQUIREMENTS 1.01 ACKNOWLEDGE ADDENDA A. Acknowledge receipt of this Addendum in the Bid Acknowledgement Form submitted for this Project. Failure to acknowledge receipt of this addendum in the Bid Acknowledgement Form may render the Bid as non-responsive and serve as the basis for rejecting the Bid. 1.02 SECTION 00 30 00 BID ACKNOWLEDGEMENT FORM and SECTION 00 30 01 BID FORM: DELETE: SECTION 00 30 00 BID ACKNOWLEDGEMENT FORM and SECTION 00 30 01 BID FORM in their entirety. ADD: SECTION 00 30 00 BID ACKNOWLEDGEMENT FORM and SECTION 00 30 01 BID FORM in their entirety (Attachment 1 and 2, respectively). Addendum No. 2 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project No. E15104 009101-1 Rev 01-13-2016 ARTICLE 2 — MODIFICATIONS TO THE SPECIFICATIONS OR TECHNICAL SPECIFICATIONS. 2.01 SECTION 00 21 13 INVITATION TO BID AND INSTRUCTIONS TO BIDDERS — Paragraph 2.02 DELETE: 2.02 The Engineer's Opinion of Probable Construction Cost for the Project is $5,900,000. The Project is to be substantially complete and ready for operation within 270 days. The Project is to be complete and eligible for Final Payment 30 days after the date for Substantial Completion. ADD: 2.02 The Engineer's Opinion of Probable Construction Cost for the Project is $5,900,000. The Project is to be substantially complete and ready for operation within 330 days. The Project is to be complete and eligible for Final Payment 30 days after the date for Substantial Completion. SECTION 00 52 23 AGREEMENT — Article 3 - 3.01 Contract Times DELETE: A. The Work is required to be substantially completed within 270 days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within 300 days after the date when the Contract Times commence to run. ADD: A. The Work is required to be substantially completed within 330 days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within 360 days after the date when the Contract Times commence to run. ARTICLE 3 - MODIFICATIONS TO THE DRAWINGS 3.01 ADD OR DELETE DRAWINGS A. DELETE the following Drawings: Deleted Drawings 4 — Estimated Quantities 45 — Holly Ditch 46 — Holly Ditch (2) 74 — Water, Wastewater, and MIS (20+00 to 25+00) 77 — Water Laterals Z -W and MIS Details B. ADD the following Drawings: Added Drawings (Attachment 3) 4 — Estimated Quantities 45 — Holly Ditch 46 — Holly Ditch (2) Addendum No. 2 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project No. E15104 009101-2 Rev 01-13-2016 74 — Water, Wastewater, and MIS (20+00 to 25+00) 77 — Water Laterals Z -W and MIS Details ARTICLE 4 — CLARIFICATIONS 4.01 QUESTIONS A. Question: Item C3 has a unit price of $2000 and a total of $20,000, which is correct? Answer: $2,000 is correct for unit price, see Attachment - 1. B. Question: Should Item E6 be 6" L -curb instead of 6" curb? Answer: No. this item covers 6" curb and gutter as well as 6" reverse curb. C. Question: Is this street an Arterial? Answer: Yes D. Question: What is the required density for spoils? Answer: 90% Standard proctor density at or above optimum moisture content. E. Question: The contract date calls for approximately $650,000 a month in construction. We generally achieve approximately $400,000 a month in construction. We suggest taking this under consideration. The fact that the project is in an open field does not change this. Answer: Substantial completion is revised to be 330 days. F. Question: What is item "E7 Storm RCB with ring and cover"? Answer: This item allows maintenance access in lieu of full manhole. The ring and cover will require a very short corbel or no corbel. G. Question: Item E8 should be station 31+13? Answer: The actual station for item E8 is closer to station 31+00 H. Question: What is item E31 for? Answer: This item does not include pipe cost and is to cover the cost of creating an outfall through gabions. I. Question: What is item E33 for? Answer: This item will not be used; the quantity is reduced to 0 in addendum 2. J. Question: Are items E24 and E25 precast or poured in place? Answer: Contractor's Option. K. Question: Please Clarify the Pay Item for the SET, which is on page 44. "sta 33+83.5, (63.2' RT)" PSET — RP? Answer: This item is subsidiary to other items. L. Question: Can surrounding properties be used for construction staging? Addendum No. 2 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project No. E15104 009101-3 Rev 01-13-2016 Answer: The only use of the surrounding properties allowed under this contract is the minimal amount of work required to place the spoils per the plans and specifications. Any further use will require an agreement between the contractor and surrounding property owners. M. Question: Can you provide additional detail for the holly ditch construction? Answer: (1) The proposed work is between the edge of pavement and property line. (2) Issues with fencing and trees have been corrected in addendum 2. N. Question: Is the multi -use path demolition and reconstruction paid as sidewalk or as cycle track. Answer: The demolition of the multi -use path is subsidiary to other items. The reconstructed facility will be paid as sidewalk and NOT cycle track. O. Question: Please clarify the work required for item E-28 Answer: This item should include any cost associated with reconstruction of the headwall as required by creating a new outfall for the proposed 6'x3' through the existing headwall. P. Question: How is the removal of the existing pipes on holly to be paid? Answer: This work is subsidiary to other bid items. Q. Question: How is the tie between the proposed 30" pipe and the existing inlet to be paid? Answer: This work is subsidiary to other bid items. R. Question: Please clarify the construction of the TxDOT wingwalls for the proposed driveways. Answer: The wingwalls should be constructed to conform to the shape of the proposed ditch. S. Question: Clarify construction of the riprap and toe walls. Answer: The construction of the riprap and toe walls should be per plans. The details for this work are indicated on the plans, sheet 12 and through various notes. The flatwork of the riprap areas should be constructed and reinforced "as sidewalk". END OF ADDENDUM NO. 2 Addendum No. 2 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project No. E15104 009101-4 Rev 01-13-2016 00 30 00 BID ACKNOWLEDGEMENT FORM ARTICLE 1— BID RECIPIENT 1.01 In accordance with the Drawings, Specifications, and Contract Documents, this Bid Proposal is submitted by (type or print name of company) on Wednesday, January 25, 2017 at 2:00 pm, for Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) - Project No. E15109 1.02 Submit Bids, Bid Security and all attachments to the Bid (See Section 7.01 below) to the City's electronic bidding website at www.CivCastUSA.com. If submitting hard copy bids or bid security in the form of a cashier's or certified check, please send to: The City of Corpus Christi, Texas City Secretary's Office 1201 Leopard Street Corpus Christi, Texas 78401 Attention: City Secretary Bid — Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) Project No. E15109 All envelopes and packages (including FEDEX envelopes) must clearly identify, on the OUTSIDE of the package, the project name and number and that bid documents are enclosed. ARTICLE 2 — BIDDERS'S ACKNOWLEDGMENTS 2.01 Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner on the form included in the Contract Documents, to perform all Work specified or indicated in Contract Documents for the Contract Price indicated in this Bid or as modified by Contract Amendment. Bidder agrees to complete the Work within the Contract Times established in the Agreement or as modified by Contract Amendment and comply with the all other terms and conditions of the Contract Documents. 2.02 Bidder accepts all of the terms and conditions of SECTION 00 21 13 INVITATION AND INSTRUCTIONS TO BIDDERS, including those dealing with required Bonds. The Bid will remain subject to acceptance for 90 days after the opening of Bids. 2.03 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of its failure to complete Work in accordance with the schedule set forth in the Agreement. 2.04 Bidder acknowledges receipt of the following Addenda: Addendum No. Addendum Date Signature Acknowledging Receipt Bid Acknowledgement Form Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 W. 0,.,,2 ATTACHMENT No. 1 PAGE 1 OF 6 00 30 00 - 1 Rev 01-13-2016 ARTICLE 3 — BIDDER'S REPRESENTATIONS 3.01 The Bidder has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. 3.02 The Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. 3.03 The Bidder is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. 3.04 The Bidder has carefully studied the following Site -related reports and drawings as identified in the Supplementary Conditions: A. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; B. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; C. Underground Facilities referenced in reports and drawings; D. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and E. Technical Data related to each of these reports and drawings. 3.05 The Bidder has considered the: A. Information known to Bidder; B. Information commonly known to contractors doing business in the locality of the Site; C. Information and observations obtained from visits to the Site; and D. The Contract Documents. 3.06 The Bidder has considered the items identified in Paragraphs 3.04 and 3.05 with respect to the effect of such information, observations, and documents on: A. The cost, progress, and performance of the Work; B. The means, methods, techniques, sequences, and procedures of construction to be employed by Bidder; and C. Bidder's safety precautions and programs. 3.07 Based on the information and observations referred to in the preceding paragraphs, Bidder agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. 3.08 The Bidder is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. Bid Acknowledgement Form Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 2 ATTACHMENT No. 1 PAGE 2 OF 6 003000-2 Rev 01-13-2016 3.09 The Bidder has correlated the information known to the Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. 3.10 The Bidder has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Bidder has discovered in the Contract Documents, and the written resolution provided by the OAR is acceptable to the Bidder. 3.11 The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 3.12 Bidder's entry into this Contract constitutes an incontrovertible representation by Bidder that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. ARTICLE 4 — BASIS OF BID 4.01 Bidder will complete the Work in accordance with the Contract Documents at the unit prices shown in the BID FORM. A. Extended amounts have been computed in accordance with Paragraph 13.03 of the General Conditions. B. Bidder acknowledges that the estimated quantities are not guaranteed, and final payment for all Unit Price items will be based on actual quantities provided, measured as provided in the Contract Documents. C. Unit Price and figures column will be used to compute the actual Bid price. ARTICLE 5 — EVALUATION OF BIDDERS 5.01 The contract may be awarded either to the lowest responsible bidder or to the bidder who provides the best value for the Owner. The Owner will consider the amount bid, the Bidder's responsibility, the Bidder's safety record, the Bidder's indebtedness to Owner and whether the Bidder has met the minimum specific project experience requirements to determine the lowest responsible Bidder. The Owner reserves the right to waive any and all irregularities in determining the Bidders' responsibility or value, and whether the Bidder has met the minimum specific project experience requirements, and reserves the right to require the submission of additional information. 5.02 The Owner has the right to accept a Bid, reject any and all Bids, to waive any and all irregularities in the Bids, or to reject non -conforming, non-responsive or conditional Bids. In addition, the Owner reserves the right to reject any Bid where circumstances and developments have, in the opinion of the Owner, changed the responsibility of the Bidder. 5.03 Material misstatements in the documentation submitted to determine the Bidder's responsibility, including information submitted per SECTION 00 45 16 STATEMENT OF EXPERIENCE, may be grounds for rejection of the Bidder's Bid on this Project. Any such misstatement, if discovered after award of the Contract to such Bidder, may be grounds for immediate termination of the Contract. Additionally, the Bidder will be liable to the Owner for Bid Acknowledgement Form Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 ADDENDVIVM 2 ATTACHMENT No. 1 PAGE 3 OF 6 003000-3 Rev 01-13-2016 any additional costs or damages to the Owner resulting from such misstatements, including costs and attorney's fees for collecting such costs and damages. ARTICLE 6 — TIME OF COMPLETION 6.01 Bidder will complete the Work required to be substantially completed within _.<:.' days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions. Bidder will complete the Work required for final payment in accordance with Paragraph 15.06 of the General Conditions within 360 days after the date when the Contract Times commence to run. 6.02 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within the number of days indicated. ARTICLE 7 — ATTACHMENTS TO THIS BID In compliance with the Bid Requirements in SECTION 00 21 13 INVITATION TO BID AND INSTRUCTIONS TO BIDDERS, the following are made a condition of this Bid: A. Bid Security. B. SECTION 00 30 00 BID ACKNOWLEDGEMENT FORM and documentation of signatory authority. C. SECTION 00 30 01 BID FORM. D. SECTION 00 30 02 COMPLIANCE TO STATE LAW ON NONRESIDENT BIDDERS. E. SECTION 00 30 05 DISCLOSURE OF INTEREST. F. SECTION 00 30 06 NON -COLLUSION CERTIFICATION. ARTICLE 8 — DEFINED TERMS 8.01 The terms used in this Bid have the meanings indicated in the General Conditions and the Supplementary Conditions. The significance of terms with initial capital letters is described in the General Conditions. ARTICLE 9 —VENUE 9.01 Bidder agrees that venue shall lie exclusively in Nueces County, Texas for any legal action. ARTICLE 10 — SIGNATORY REQUIREMENTS FOR BIDDERS 10.01 Bidders must include their correct legal name, state of residency, and federal tax identification number in the Bid Form. 10.02 The Bidder, or the Bidder's authorized representative, shall sign and date the Bid Form to accompany all materials included in the submitted Bid. Bids which are not signed and dated in this manner, or which do not contain the required documentation of signatory authority may be rejected as non-responsive. The individual(s) signing the Bid must have the authority to bind the Bid Acknowledgement Form Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 ADDENQUM NQ42 ATTACHMENT No. 1 PAGE 4 CIF 003000-4 Rev 01-13-2016 Bidder to a contract, and if required, shall attach documentation of signatory authority to the Bid Form. 10.03 Bidders who are individuals ("natural persons" as defined by the Texas Business Organizations Code §1.002), but who will not be signing the Bid Form personally, shall include in their bid a notarized power of attorney authorizing the individual designated as their authorized representative to submit the Bid and to sign on behalf of the Bidder. 10.04 Bidders that are entities who are not individuals shall identify in their Bid their charter or Certificate of Authority number issued by the Texas Secretary of State and shall submit with their Bid a copy of a resolution or other documentation approved by the Bidder's governing body authorizing the submission of the Bid and designating the individual(s) authorized to execute documents on behalf of the Bidder. Bidders using an assumed name (an "alias") shall submit a copy of the Certificate of Assumed Name or similar document. 10.05 Bidders that are not residents of the State of Texas must document their legal authority to conduct business in Texas. Nonresident Bidders that have previously registered with the Texas Secretary of State may submit a copy of their Certificate of Authority. Nonresident Bidders that have not previously registered with the Texas Secretary of State shall submit a copy of the Bidder's enabling documents as filed with the state of residency, or as otherwise existing. Bid Acknowledgement Form Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 MP -UMW& 2 ATTACHMENT No. 1 PAGE 5 OF 6 003000-5 Rev 01-13-2016 ARTICLE 11— BID SUBMITTAL 11.01 This Bid is submitted by: Bidder: By: Name: Title: Attest: (typed or printed full legal name of Bidder) (individual's signature) (typed or printed) (typed or printed) State of Residency: Federal Tax Id. No. Address for giving notices: (individual's signature) Phone: Email: (Attach evidence of authority to sign if the authorized individual is not the Bidder, but an individual signing on behalf of another individual Bidder, or if the authorized individual is a representative of a corporation, partnership, or joint venture.) END OF SECTION AMl[? ..2 ATTACHMENT No. 1 PAGE 6 OF 6 Bid Acknowledgement Form Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 003000-6 Rev 01-13-2016 00 30 01 BID FORM Project Name: Ennis Joslin Road Extension Holly Road to Williams Drive - (Bond 2014) Project Number: [15109 Owner: City of Corpus Christi Bidder: Part A - General (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) OAR: Mobilization Designer: Urban Engineering Basis of Bid Item DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT Base Bid Part A - General (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) Al Mobilization LS 1 $ - $ - A2 TCP Plan and Preparation EA 3 $ - $ - A3 TCP Mobilization EA 3 $ - $ - A4 TCP Barrels MO 8 $ - $ - A5 TCP Type III Barricade MO 8 $ - $ - A6 TCP Sign Board EA 4 $ - $ - A7 TCP Sign MO 8 $ - $ - A8 SWPPP Management LS 1 $ - $ - A9 Silt Fence LF 1000 $ - $ - A10 Inlet Protection EA 15 $ - $ - Al1 Ditch Protection EA 6 $ - $ - Al2 Hydromulch Seed and Fertilize AC 1 $ - $ - A13 Permanent Rock Filter Dam EA 4 $ - $ - A14 Ozone Action Days DAY 2 $ - SUBTOTAL PART A - GENERAL (Items Al thru A14) $ - Part B - STREET IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) B1 Clear and Grub Right of Way AC 8 $ - B2 Roadway Excavation SY 15000 $ - B3 2" Type 'D' HMAC SY 17500 $ - B4 4" Type 'B' HMAC SY 17500 $ - B5 Prime Coat SY 17500 $ - B6 14" Limestone Base (TY A GR. 1-2 (In 2 Lifts)) SY 18700 $ - B7 Geogrid (TX -5) SY 18700 $ - B8 12" Compacted Subgrade SY 18700 $ - B9 Cycle Track SF 30307 $ - B10 Asphalt Driveway SY 341 $ - B11 Concrete Driveway SF 3000 $ - B12 4" Reinforced Concrete Median SF 1401 $ - B13 HMAC Pavement Transitions SY 65 $ - B14 Pavement Marking (Y) (4") (SLD+BRK) (DBL) LF 4440 $ - Bid Form Ennis Joslin Road Extension Holly Road to Williams Drive - (Bond 2014), Project No. E15109 ADDENDUM No. 2 ATTACHMENT No. 2 PAGE 1 OF 5 Page 1 of 5 Rev 01-13-2016 00 30 01 BID FORM Item DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT B15 Pavement Marking (Y) (4") (SLD) (DBL) LF 800 2 $ - B16 Pavement Marking (Y) (12") (SLD) LF 165 1 $ - B17 Pavement Marking (W) (4") (BRK) LF 3376 14 $ - B18 Pavement Marking (W) (8") (SLD) LF 175 16 $ - B19 Pavement Marking (W) (12") (SLD) LF 100 5314 $ - B20 Pavement Marking (W) (Arrow) EA 7 $ - B21 Pavement Marking (W) (Only) EA 1 $ - B22 Pavement Marking (Crosswalk) EA 4 $ - B23 R9-7 12"x18" (Keep left/Keep right) EA 3 $ - B24 W11-15 30"x30" (Bike and Ped Xing) EA 1 $ - B25 R1-1 36"x36" (STOP) EA 3 $ - B26 R9-6 12"x18" (Yield to Ped) EA 1 $ - B27 R2-1 24"x30" (Speed Limit) EA 2 $ - B28 R5-3 24"x24" (No Motor Vehicles) EA 1 $ - B29 R3-8 LSR 48"x30" (3 Lane Turn Control) EA 1 $ - B30 W1 -8R 18"x24" (Chevron Arrow) EA 2 $ - B31 Raised Pavement Marker (TY I-0) LS 1 $ - B32 Raised Pavement Marker (TY II -A -A) LS 1 $ - B33 Remove Existing Driveway EA 1 $ - B34 Remove and Replace Fence LF 1000 $ - B35 Pavement Repair SY 160 $ - B36 Metal Beam Guard Fence LF 200 $ - B37 Allowance for Unanticipated Street Improvement LS 1 $30,000.00 $ SUBTOTAL PART B - STREET IMPROVEMENTS (Items B1 thru B37) $ Part C - RTA IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) 01 Bus Stop Shelter Pad (300 SF) EA 2 $ - C2 Roadway Bus Pad (60' X 1 Lane) EA 2 $ - C3 Allowance for Unanticipated RTA Improvement LS 1 $2,000.00 $ SUBTOTAL PART C - RTA IMPROVEMENTS (Items C1 thru C3) $ Part D - ADA IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) D1 Sidewalk SF 32415 $ - D2 Accessible Ramps EA 8 $ - SUBTOTAL PART D - ADA IMPROVEMENTS (Items D1 thru D3) $ Part E - DRAINAGE IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) El Area 'C' Ditch Excavation and Grading SY 26263 $ - E2 Holly Road Ditch Excavation and Grading LF 2400 $ - E3 Channel Liner SY 14300 $ - E4 Hydromulch Seed and Fertilize AC 14 $ - E5 5' Curb Inlet EA 16 $ - E6 6' Curb LF 5314 $ - Bid Form Ennis Joslin Road Extension Holly Road to Williams Drive - (Bond 2014), Project No. E15109 ADDENDUM No. 2 ATTACHMENT No 2 PAGE 2 OF 5 Page 2 of 5 Rev 01-13-2016 00 30 01 BID FORM Item DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT E7 Storm RCB w/Ring & Cover EA 7 2 $ - E8 Tie To Existing Stub (Ennis Joslin Sta 30+00) EA 1 361 $ - E9 18" RCP LF 263 4 $ - E10 24" RCP LF 89 $ - E11 30" RCP LF 161 $ - E12 36" RCP LF 550 $ - E13 2'X2' RCB LF 59 $ - E14 3'X2' RCB LF 350 $ - E15 4'X2' RCB LF 800 $ - E16 5'X2' RCB LF 230 $ - E17 6'X2' RCB LF 80 $ - E18 6'X3' RCB LF 173 $ - E19 8'X3' RCB LF 84 $ - E20 4" Concrete Riprap SF 7015 $ - E21 18" Tie to 6'x3' RCB (Area 'C' Ditch Sta 33+85) EA 1 $ - E22 End Treatment SETB-PD (2'x2' RCB) (Ennis Joslin Sta 5+50) EA 1 $ - E23 End Treatment Outfall 'C' (Ennis Joslin Sta 17+83) EA 1 $ - E24 End Treatment 3x18" Outfall (Area 'C' Ditch)(Ditch Sta 32+20) EA 1 $ - E25 End Treatment 3x18" Outfall (Area 'C' Ditch)(Ditch Sta 33+16) EA 1 $ - E26 End Treatment CH -FW -O (Area 'C' Ditch)(Ditch Sta 33+82) EA 1 $ - E27 End Treatment PW Headwall (Area 'C' Ditch)(VARIOUS STA) EA 4 $ - E28 End Treatment PW Headwall (Area 'C' Ditch)(Ditch Sta 34+25) EA 1 $ - E29 End Treatment TxDOT SETB-PD (HOLLY, VARIOUS STA) EA 5 $ E30 Gabion Basket CY 2754 $ - E31 18" RCP Outfall Through Gabion EA 6 $ - E32 Pedestrian Guard Rail EA 1 $ - E33 Outfall Removal (Area 'C' Ditch) (Sta 26+25) EA 0 $ - E34 OSHA Trench Safety LF 2839 $ - E35 OSHA Inlet/Manhole Safety EA 30 $ - E36 Allowance for Unanticipated Drainage Improvement LS 1 $25,000.00 $ SUBTOTAL PART E - DRAINAGE IMPROVEMENTS (Items El THRU E36) $ Part F - WATER IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) F1 8" PVC C-900 Water Line LF 411 $ - F2 12" Water Line Adjustment EA 2 $ - F3 8" Ductile Iron Water Line LF 361 $ - F4 12"x8" Tapping Sleeve, 8" Tapping Valve EA 4 $ - Bid Form Ennis Joslin Road Extension Holly Road to Williams Drive - (Bond 2014), Project No. E15109 ADDENDUM No. 2 ATTACHMENT No 2 PAGE 3 OF 5 Page 3 of 5 Rev 01-13-2016 00 30 01 BID FORM Item DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT F5 8" Gate Valve EA 4 170 $ - F6 8"x8"x8" Tee EA 4 168 $ - F7 8"x6" Reducer EA 4 230 $ - F8 8" Ductile Iron Bend EA 13 424 $ - F9 Fire Hydrant Assembly (Type 1) EA 4 422 $ - F10 8" Cap EA 4 91 $ - F11 Valve Box Adjustment LS 1 653 $ - F12 OSHA Trench Safety LF 774 757 $ - F13 Allowance for Unanticipated Water Improvement LS 1 $20,000.00 $ SUBTOTAL PART F - WATER IMPROVEMENTS (Items F1 THRU F13) $ Part G -WASTEWATER IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) G1 8" PVC SDR -26 Wastewater Main (8' to 10') LF 109 $ - G2 8" PVC SDR -26 Wastewater Main (12' to 14') LF 170 $ - G3 8" PVC SDR -26 Wastewater Main (14' to 16') LF 168 $ - G4 10" PVC SDR -26 Wastewater Main (8'-10') LF 230 $ - G5 10" PVC SDR -26 Wastewater Main (10'-12') LF 424 $ - G6 10" PVC SDR -26 Wastewater Main (12'-14') LF 422 $ - G7 10" PVC SDR -26 Wastewater Main (14'-16') LF 91 $ - G8 12" PVC SDR -26 Wastewater Main (14'-16') LF 653 $ - G9 12" PVC SDR -26 Wastewater Main (16'-18') LF 757 $ - G10 5' Doghouse Manhole, 15' depth EA 1 $ - G11 5' Fiberglass Manhole, Up to 6' depth EA 2 $ - G12 5' Fiberglass Manhole, > 6' depth LF 16 $ - G13 4' Fiberglass Manhole, Up to 6' depth EA 4 $ - G14 4' Fiberglass Manhole, >6' depth LF 30 $ - G15 Well Pointing LF 1578 $ - G16 OSHA Trench Safety LF 3024 $ - G17 OSHA Manhole Safety EA 22 $ - G18 Allowance for Disposal of Contaminated Groundwater LS 1 $ - G19 Allowance for Unanticipated Wastewater Improvement LS 1 $20,000.00 $ SUBTOTAL PART G - WASTEWATER IMPROVEMENTS (Items G1 thru G19) $ Part H -MIS IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) H1 2" Schedule 80 PVC Conduit with pull tape LF 2560 $ - H2 Ground Box Placement EA 4 $ - SUBTOTAL PART H - MIS IMPROVEMENTS (Items H1 thru H2) $ - Part I - GAS IMPROVEMENTS 11 Trench Backfill & Compaction for Gas Mains LF 3500 $ - 12 OSHA Trench Safety LF 3500 $ - SUBTOTAL PART I - GAS IMPROVEMENTS (Items 11 thru 12) $ - Bid Form Ennis Joslin Road Extension Holly Road to Williams Drive - (Bond 2014), Project No. E15109 ADDENDUM No. 2 ATTACHMENT No 2 PAGE 4 OF 5 Page 4of5 Rev 01-13-2016 00 30 01 BID FORM Item DESCRIPTION UNIT ESTIMATED UNIT PRICE EXTENDED SUBTOTAL PART D - ADA IMPROVEMENTS (Items D1 thru D2) $ - SUBTOTAL PART E - DRAINAGE IMPROVEMENTS (Items El thru E36) QUANTITY SUBTOTAL PART F - WATER IMPROVEMENTS (Items F1 thru F13) AMOUNT BID SUMMARY SUBTOTAL PART A - GENERAL (Items Al thru A14) $ - SUBTOTAL PART B - STREET IMPROVEMENTS (Items B1 thru B37) $ - SUBTOTAL PART C - RTA IMPROVEMENTS (Items C1 thru C3) $ - SUBTOTAL PART D - ADA IMPROVEMENTS (Items D1 thru D2) $ - SUBTOTAL PART E - DRAINAGE IMPROVEMENTS (Items El thru E36) $ - SUBTOTAL PART F - WATER IMPROVEMENTS (Items F1 thru F13) $ - SUBTOTAL PART G - WASTEWATER IMPROVEMENTS (Items G1 thru G19) $ - SUBTOTAL PART H -MIS IMPROVEMENTS (Items H1 thru H2) $ - SUBTOTAL PART 1 - GAS IMPROVEMENTS (Items 11 thru 12) $ - TOTAL PROJECT BASE BID ALTERNATIVE ASPHALT STREET SECTION (SEE PLAN SHEET 11) ADD/(DEDUCT) TOTAL PROJECT ALTERNATIVE BID Contract Times Bidder agrees to reach Substantial Completion in 330 days Bidder agrees to reach Final Completion in 360 days Bid Form Ennis Joslin Road Extension Holly Road to Williams Drive - (Bond 2014), Project No. E15109 ADDENDUM No. 2 ATTACHMENT No 2 PAGE 5 OF 5 Page 5 of 5 Rev 01-13-2016 QUANTITIES NTOES: ESTIMATED QUANTITIES SUMMARY u.r. roe ma. oae9sss.oa =®� - " �^ THE AREA 'C' DITCH EXCAVATION AND GRADING INCLUDES APPROXIMATELY 19978 CY OFRV CUT AND 1094 CY OF FILL. THESE VALUES ARE PROVIDED .°."° C°^^ UNIT FOR INFORMATION PURPOSES F� :..''d.`a�",�,. w' F ONLY. ow DESCRIPTION ODEN OMIT E co``""`°uE` IPSO , S' LF E I A. URBAN L ENGINEERING 23' LF nornpnInaron A '" LF DESCRIPTION AN Tr 9 SPAS NO PETE, 1 ES o o _ BP Do EA TDESCRIPTION ENNIS JOSLINROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) ESTIMATED OUANTITES pool, I , ,I lion DESCRIPTION OPEN U FM Pow. ExPISH Erpows. E SEE SEE 1°- 1-1 low DESCRIPTION CCM OMIT mourn,lonorrurnord R, ow, nal DESCRIPTION a... 12117 .., EL U MENTS ID AM IMPROVEMENTS �5 . � Ina ,P I I_=7 I III I F.1 Ls 1 LA ITEU DESCRIPTION oD.,D. DST H MIS IMPROVEMENTS 00Ffil DESCRIPTION IVIn GAS IMraI OSEMEHTS E0.10 HI ,4.,..u.- ,. C, r,.. M.. ADDENDUM No.2 ,.u- LIT ATTACHMENT No. 3 PAGE 1 OF 5 Lot .A . >z 2 r t C JOB NO 08. 85 043 U. _ ictal t5f" S `C;" ueces o unty, Temps w. ®_ Q �- - i .... szefiv7,me zzli ..' ®��zi, .. .0. fiffitaiNigaMighitgeitiMaiMegfiRMWOiningte... �sww wa' Ho�eexW-soa9" ww,,2e ��w• Y I C URBAN L ENGINEERING A° ". 'I 2" 12 ®r. w N t..� n V, p % o ' .. 'o V, a w N —•� .as 9 °sial[. wren�wus qui ez cwreorvn�m xnn m[ "� • Ill `�°" 1 on, •"-��. "� * °H� "r,o,re ,w„"r„ .reo. s,,,w"o .. ,. "� P -_ 13 °� *, Record Centerline ,a �, wa3e�a * o� w w w w w wz w, w w w w w wr. �w m- �, x y�____ ,2g___�jµ'f ,2'¢,�', v.1 � ,z _Z ICC ,ry W V 5 2 ' "° '� oE.2'° CO ,2 x o BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) HOLLY DITCH * 4 �� ��^t 2 ,z ', t 3 *� ��" *. °*� oHL "i r 'U 2 i a4� _ ..x ... I -- se1 Utt1c1al Kecords of Nkeces C.ou _ i * - .- ,w,� _.3 z' za .z ,a�` sPrisoft �,p,9§ e w z59 w y w il ww oo zs ,tib y, ,a° o W iio 96 _._o ",o°_ ADDENDUM No. 2 —*� 3z o° I ° * ATTACHMENT No 3 z°F +R ,w,°= � PAGE 9I ords of N eces County, texas U.T.JOB NO08896B.5.04 wfrappirsporffwgiffigisipmffirmiwwwwirwwwwwwwwwwwiarownswitaw piNiiiiiiiiiimimmtialwasitg. ry w x w w w % ____ F19 LV ROAQ � _1� ,�. ,.,, IEURBAN ENGINEERING —_— --_ _7 – – - - , fit`-- CAS --, 8 9 aCC r,. , h' n 9 oN na or, r. r, r, °° off'-*o � VTTICI01 YCecoras OT Nueces r,oufLy, texas — _ - • n.o..w m,,.��s e• 0.. �61rr -. 517 V7 9 nSYti 9., " S �= CA �� GAS C« , was o= eas ,« – HOLLY ROAD o , *ate TDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) HOLLY DITCH (2) ------: -- - — HL . . .II. .. • • •—••••• I.,— ROW -\ ip:,,,,7: iirrifit ,•1#1 ' '.1. '. . ' .nu o ADDENDUM No. 2 ' 6�ry $ + o li„ PROPOSED ATTACHMENT No fahill J ,o&°, EXISTING ,' HOLLY RD. DITCH PAGE 3 OF 5 wt / „ VARIES s _ _ a + ll/ �� _- m - r VARIES v EXISTING FENCE WHICH IS PARALLEL TO ., *'_•�^ 11 * HOLLY ROAD ALL REMAIN IN PLACE. HOLLY ROAD, 9m r i VARIES 2 *n .awe, ., ems+ e ' INSTALL TURF REINFORCEMENT MAT (TOOT ITEM 169, CLASS ' 2, TYPE E) T 3.0 VARIES 1 VARIE 1.0ANY DISTDRBEDON SOILDICN SNALLSLOPES BE SEEDED AND FERTILIZED _ VARY SLOPE TO CREATE APPROPRIATE FLOW INE. PRIOR TO ITEM BEING CONSIDERED COMPELTE. MA SLOPE 3.1 DITCH DEPTH VARIES, APPROXIMATELY 3"5 '.6,.�.,�,.a+w+��a,e+,o„_,., HOLLY DITCH SECTION w -- A „-4 MISTINC SANITARN SENER MAINS SNALL PROVIDE UNINTERRUPTED SERVICE REMONNO ANT PAIN MOM SER8CE WASS PUMPING PLANS MAN BE RECO,. , THE DiSCPETCN a THE CON R LAND= ,�E PUFFER BETWEEN NOTES PAVEMENT OvOLE TRACI, AND SIDEWALK 5 ADALPAPPROMINATE DEP, AND LOCATION Z® U C. JOB NO 08856 85 04 , $X �f ^, 8 .. , cans-- —M-7.-..."A.o-s-�.�v p _ cX coonoarD ma FINAL TB 8C8 'TPLN S�vo4xvn Pus PULL43 eov[s SHALL e[aaov ED BV MIS DEPARTMENT so mx ism •T—•s—.s— —.s •s—.s •s—.s—.s •s—.s—.s n—n n—n n—n nearza T n • N a ENNIS J•S 1 `_. N I C URBAN L ENGINEERING CO � — a� --,— y —� —�— —�— — e ,wxxa w�� ' '1 MI ��K,o�,o �x��o wta 30 20 10 0 o , BVDESCRIPTION ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) WATER, WASTEWATER, AND MIS (20+00 TO 25+00) a@r N H F 5 5 w S H F MB I 6 EMI8 4 $ ADDENDUM No.2 ATTACHMENT No 3 ” PROFILE VIEW ,,,,,0000 21+00 22000 25000 PAGE4OF5 _ 5 24000 ITA40 4101, i=4 v1a,. 25 5 00 WATER WATER SECTION i a,E ,,rc SECTION V � a o � `o �-e7�s amour I ry �e ss emo «x 3 1 e 4:a e J IN GD rI;'; l J Fn on P 1 WATER GAS SECTIO SECTION N STA 18+� GID J w � ADDENDUM No. 2 ATTACHMENT No 3 PAGE 5 OF 5 II I �Fn--III- ohm WATER x _ .. I ->P TB iv �iA g� yli 111— PI IzI11111 111 11 1 t —111 m_oN'u 111 111=11 1II JI o 0 - SECTION *m p 2 1 >090 111 �' h _ ➢ is ,-,n'.� ,� —,„v,,-1111 ill wensi ry rva. o EMEMEI® Hs,,,.ry 27 RE�R77 of .R DRAWING NO SIR-9.b ENNIS JOSLIN ROAD EXTENSION HOLLY ROAD TO WILLIAMS DRIVE (BOND 2014) CITY OF s= CORPUS CHRISTI '.a TEXAS ENG/NEER/NG SEROCES ..... 8,m ea 111 URBAN ENGINEERING WATER LATERALS Z—W AND MIS DETAILS 00 30 00 BID ACKNOWLEDGEMENT FORM ARTICLE 1– BID RECIPIENT 1.01 In accordance w1th the Dra in s, Specifications, arid Contract D9cunients, this Bid Proposal is submitted by fi 145—MA- � A- e.r.SDvt C aY15Trix + oIi/ L'icA- (type or print name of company) on Wednesday, January 25, 2017 at 2:00 pm, for Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) - Project No. E15109 1.02 Submit Bids, Bid Security and all attachments to the Bid (See Section 7.01 below) to the City's electronic bidding website at www.CivCastUSA.com. If submitting hard copy bids or bid security in the form of a cashier's or certified check, please send to: The City of Corpus Christi, Texas City Secretary's Office 1201 Leopard Street Corpus Christi, Texas 78401 Attention: City Secretary Bid – Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) Project No. E15109 All envelopes and packages (including FEDEX envelopes) must clearly identify, on the OUTSIDE of the package, the project name and number and that bid documents are enclosed. ARTICLE 2 – BIDDERS'S ACKNOWLEDGMENTS 2.01 Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner on the form included in the Contract Documents, to perform all Work specified or indicated in Contract Documents for the Contract Price indicated in this Bid or as modified by Contract Amendment. Bidder agrees to complete the Work within the Contract Times established in the Agreement or as modified by Contract Amendment and comply with the all other terms and conditions of the Contract Documents. 2.02 Bidder accepts all of the terms and conditions of SECTION 00 2113 INVITATION AND INSTRUCTIONS TO BIDDERS, including those dealing with required Bonds. The Bid will remain subject to acceptance for 90 days after the opening of Bids. 2.03 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of its failure to complete Work in accordance with the schedule set forth in the Agreement. 2.04 Bidder acknowledges receipt of the following Addenda: AddendurnnNo ' : Addendum Date 'SignatureAcknowledging Receipt° Bid Acknowledgement Form Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) – Project E15109 agraIRMISLN.9.42 ATTACHMENT No. 1 PAGE 1 OF 6 00 30 00 -1 Rev 01-1.3-2016 ARTICLE 3 — BIDDER'S REPRESENTATIONS 3.01 The Bidder has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. 3.02 The Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. 3.03 The Bidder is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. 3.04 The Bidder has carefully studied the following Site -related reports and drawings as identified in the Supplementary Conditions: A. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; B. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; C. Underground Facilities referenced in reports and drawings; D. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and E. Technical Data related to each of these reports and drawings. 3.05 The Bidder has considered the: A. Information known to Bidder; B. Information commonly known to contractors doing business in the locality of the Site; C. Information and observations obtained from visits to the Site; and D. The Contract Documents. 3.06 The Bidder has considered the items identified in Paragraphs 3.04 and 3.05 with respect to the effect of such information, observations, and documents on: A. The cost, progress, and performance of the Work; B. The means, methods, techniques, sequences, and procedures of construction to be employed by Bidder; and C. Bidder's safety precautions and programs. 3.07 Based on the information and observations referred to in the preceding paragraphs, Bidder agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. 3.08 The Bidder is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. Bid Acknowledgement Form Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 2 ATTACHMENT No. 1 PAGE 2 OF 6 003000-2 Rev 01-13-2016 3.09 The Bidder has correlated the information known to the Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. 3.10 The Bidder has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Bidder has discovered in the Contract Documents, and the written resolution provided by the OAR is acceptable to the Bidder. 3.11 The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 3.12 Bidder's entry into this Contract constitutes an incontrovertible representation by Bidder that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. ARTICLE 4 — BASIS OF BID 4.01 Bidder will complete the Work in accordance with the Contract Documents at the unit prices shown in the BID FORM. A. Extended amounts have been computed in accordance with Paragraph 13.03 of the General Conditions. B. Bidder acknowledges that the estimated quantities are not guaranteed, and final payment for all Unit Price items will be based on actual quantities provided, measured as provided in the Contract Documents. C. Unit Price and figures column will be used to compute the actual Bid price. ARTICLE 5 — EVALUATION OF BIDDERS 5.01 The contract may be awarded either to the lowest responsible bidder or to the bidder who provides the best value for the Owner. The Owner will consider the amount bid, the Bidder's responsibility, the Bidder's safety record, the Bidder's indebtedness to Owner and whether the Bidder has met the minimum specific project experience requirements to determine the lowest responsible Bidder. The Owner reserves the right to waive any and all irregularities in determining the Bidders' responsibility or value, and whether the Bidder has met the minimum specific project experience requirements, and reserves the right to require the submission of additional information. 5.02 The Owner has the right to accept a Bid, reject any and all Bids, to waive any and all irregularities in the Bids, or to reject non -conforming, non-responsive or conditional Bids. In addition, the Owner reserves the right to reject any Bid where circumstances and developments have, in the opinion of the Owner, changed the responsibility of the Bidder. 5.03 Material misstatements in the documentation submitted to determine the Bidder's responsibility, including information submitted per SECTION 00 45 16 STATEMENT OF EXPERIENCE, may be grounds for rejection of the Bidder's Bid on this Project. Any such misstatement, if discovered after award of the Contract to such Bidder, may be grounds for immediate termination of the Contract. Additionally, the Bidder will be liable to the Owner for Bid Acknowledgement Form alX11116611,31M.2 ATTACHMENT No. 1 PAGE 3 OF 6 003000-3 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Nov01-13-2016 any additional costs or damages to the Owner resulting from such misstatements, including costs and attorney's fees for collecting such costs and damages. ARTICLE 6 -TIME OF COMPLETION 6.01 Bidder will complete the Work required to be substantially completed within 330 days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions. Bidder will complete the Work required for final payment in accordance with Paragraph 15.06 of the General Conditions within 360 days after the date when the Contract Times commence to run. 6.02 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within the number of days indicated. ARTICLE 7 —ATTACHMENTS TO THIS BID In compliance with the Bid Requirements in SECTION 00 21 13 INVITATION TO BID AND INSTRUCTIONS TO BIDDERS, the following are made a condition of this Bid: A. Bid Security. B. SECTION 00 30 00 BID ACKNOWLEDGEMENT FORM and documentation of signatory authority. C. SECTION 00 30 01 BID FORM. D. SECTION 00 30 02 COMPLIANCE TO STATE LAW ON NONRESIDENT BIDDERS. E. SECTION 00 30 05 DISCLOSURE OF INTEREST. F. SECTION 00 30 06 NON -COLLUSION CERTIFICATION. ARTICLE 8 — DEFINED TERMS 8.01 The terms used in this Bid have the meanings indicated in the General Conditions and the Supplementary Conditions. The significance of terms with initial capital letters is described in the General Conditions. ARTICLE 9 — VENUE 9.01 Bidder agrees that venue shall lie exclusively in Nueces County, Texas for any legal action. ARTICLE 10 — SIGNATORY REQUIREMENTS FOR BIDDERS 10.01 Bidders must include their correct legal name, state of residency, and federal tax identification number in the Bid Form. 10.02 The Bidder, or the Bidder's authorized representative, shall sign and date the Bid Form to accompany all materials included in the submitted Bid. Bids which are not signed and dated in this manner, or which do not contain the required documentation of signatory authority may be rejected as non-responsive. The individual(s) signing the Bid must have the authority to bind the Bid Acknowledgement Form ADDEIAUMNO, 2 ATTACHMENT No.1 PAGE 4OF6 003000-4 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) - Project E15109 Rev01-13-2016 Bidder to a contract, and if required, shall attach documentation of signatory authority to the Bid Form. 10.03 Bidders who are individuals ("natural persons" as defined by the Texas Business Organizations Code §1.002), but who will not be signing the Bid Form personally, shall include in their bid a notarized power of attorney authorizing the individual designated as their authorized representative to submit the Bid and to sign on behalf of the Bidder. 10.04 Bidders that are entities who are not individuals shall identify in their Bid their charter or Certificate of Authority number issued by the Texas Secretary of State and shall submit with their Bid a copy of a resolution or other documentation approved by the Bidder's governing body authorizing the submission of the Bid and designating the individual(s) authorized to execute documents on behalf of the Bidder. Bidders using an assumed name (an "alias") shall submit a copy of the Certificate of Assumed Name or similar document. 10.05 Bidders that are not residents of the State of Texas must document their legal authority to conduct business in Texas. Nonresident Bidders that have previously registered with the Texas Secretary of State may submit a copy of their Certificate of Authority. Nonresident Bidders that have not previously registered with the Texas Secretary of State shall submit a copy of the Bidder's enabling documents as filed with the state of residency, or as otherwise existing. Bid Acknowledgement Form Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 2 ATTACHMENT No. 1 PAGE 5 OF 6 003000-5 Rev 01-13-2016 ARTICLE 11— BID SUBMITTAL 11.01 This Bid is submitted by: 6)4S fea i DH) L , typ or printed full legal name of Bidder) Bidder: By: Name: D o. S S Title: (individual's signature) (typed or printed) -iaaR•Anclerscn Management, Le, Attest: c 4 i _ , State of Residency: Federal Tax Id. No. Address for giving notices: Phone: (typed or printed) (individual's signature) PD, gi24 69�. Coq us ri+; f7W`V7 .'` 263---oc— Email: dc4 +e rt Q A S9S" q461415.114 . c.e.�, (Attach evidence of authority to sign if the authorized individual is not the Bidder, but an individual signing on behalf of another individual Bidder, or if the authorized individual is a representative of a corporation, partnership, or joint venture.) END OF SECTION 2 ATTACHMENT No. 1 PAGE 6 OF 6 • Bid Acknowledgement Form Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 003000-6 Rev 01-13-2016 Project Name: Ennis Joslin Road Extension Holly Road to Williams Drive - (Bond 2014) Project Number: E15109 Owner: City of Corpus Christi Bidder: Haas -Anderson Construction, Ltd. OAR: Mobilization Designer: Urban Engineering Basis of Bid item DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT Base Bid Part A - General (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) Ai Mobilization LS 1 5 _ 230.000.00 5 230,000.00 A2 TCP Plan and Preparation EA 3 $ 16,700.00 $ 50,100.00 A3 TCP Mobilization EA 3 $ 1,920.00 5 5,760.00 A4 TCP Barrels MO 8 $ 449.00 5 3,592.00 A5 TCP Type III Barricade MO 8 5 641.00 5 5,128.00 A6 TCP Sign Board EA 4 $ 257.00 S 1,028.00 A7 TCP Sign MO 8 $ 481.00 S 3,848.00 A8 SWPPP Management LS 1 $ 20,000.00 5 20,000.00 A9 Silt Fence LF 1,000 $ 3.25 5 3,250.00 A10 Inlet Protection EA 15 $ 129.00 $ 1,935.00 All Ditch Protection EA 6 5 291.00 5 1,746.00 Al2 Hydromulch Seed and Fertilize AC 1 5 2,960.00 $ 2,960.00 A13 Permanent Rock Filter Dam EA 4 S 3,350.00 5 13,400.00 A14 Ozone Action Days DAY 2 $ 3,230.00 $ 6,460.00 SUBTOTAL PART A - GENERAL (Items Al thru A14) $ 349,207.00 Part B - STREET IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) B1 Clear and Grub Right of Way AC 8 $ 10,000.00 $ 80,000.00 B2 Roadway Excavation SY 15,000 $ 10.00 $ 150,000.00 B3 2" Type 'D' HMAC SY 17,500 $ 11.00 S 192,500.00 B4 4" Type 'B' HMAC SY 17,500 $ 18 75 5 328,125.00 B5 Prime Coat SY 17,500 $ 0.50 S 8,750.00 B6 14" Limestone Base (TY A GR. 1-2 (In 2 Lifts)) SY 18,700 $ 27.00 5 504,900.00 B7 Geogrid (TX -5) SY 18,700 $ 3.45 $ 64,515.00 B8 12" Compacted Subgrade SY 18,700 5 5.00 5 93,500.00 B9 Cycle Track SF 30,307 5 8.15 5 247,002.05 B10 Asphalt Driveway SY 341 S 61.00 5 20,801.00 B11 Concrete Driveway SF 3,000 $ 8.70 $ 26,100.00 B12 4" Reinforced Concrete Median SF 1,401 5 7.55 S 10.577.55 B13 HMAC Pavement Transitions SY 65 5 65.00 5 4,225.00 B14 Pavement Marking (Y) (4") (SLD+BRK) (DBL) LF 4,440 $ 1.30 5 5,772.00 B15 Pavement Marking (Y) (4") (SLD) (DBL) LF 800 $ 1.30 5 1,040.00 B16 Pavement Marking (Y) (12") (SLD) LF 165 $ 8.30 5 1,369.50 B17 Pavement Marking (W) (4") (BRK) LF 3,376 $ 0.65 $ 2,194.40 B18 Pavement Marking (W) (8") (SLD) LF 175 $ 1.30 $ 227.50 Item DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT B19 Pavement Marking (W) (12") (SLD) LF 100 S 8.30 $ 830.00 B20 Pavement Marking (W) (Arrow) EA 7 $ 237.00 S 1,659.00 B21 Pavement Marking (W) (Only) EA 1 $ 355.00 $ 355.00 B22 Pavement Marking (Crosswalk) EA 4 S 1,180.00 $ 4,720.00 B23 R9-7 12"x18" (Keep left/Keep right) EA 3 $ 468:00 S 1,404,00 B24 W11-15 30"x30" (Bike and Ped Xing) EA 1 $ 705.00 $ 705.00 B25 R1-1 36"x36" (STOP) EA 3 $ 705.00 $ 2,115.00 B26 R9-6 12"x18" (Yield to Ped) EA 1 $ 468.00 $ 468.00 B27 R2-1 24"x30" (Speed Limit) EA 2 $ 681.00 $ 1,362.00 B28 R5-3 24"x24" (No Motor Vehicles) EA 1 $ 652.00 $ 652.00 B29 R3-8 LSR 48"x30" (3 Lane Turn Control) EA 1 S 812.00 5 812.00 B30 W1 -8R 18"x24" (Chevron Arrow) EA 2 S 563.00 $ 1,126.00 B31 Raised Pavement Marker (TY I -C) LS 1 $ 681.00 $ 681.00 B32 Raised Pavement Marker (TY II -A -A) LS 1 $ 2,280.00 5 2,280.00 B33 Remove Existing Driveway EA 1 $ 462.00 $ 462.00 B34 Remove and Replace Fence LF 1,000 $ 18.00 $ 18,000.00 B35 Pavement Repair SY 160 $ 65.00 $ 10,400.00 B36 Metal Beam Guard Fence LF 200 $ 36.00 $ 7,200.00 B37 Allowance for Unanticipated Street Improvement LS 1 $ 30,000.00 $ 30,000.00 SUBTOTAL PART B - STREET IMPROVEMENTS (Items B1 thru B37) $ 1,826,830.00 Part C - RTA IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) C1 Bus Stop Shelter Pad (300 SF) EA 2 $ 3,370.00 $ 6,740.00 C2 Roadway Bus Pad (60' X 1 Lane) EA 2 $ 11,000.00 $ 22,000.00 C3 Allowance for Unanticipated RTA Improvement LS 1 _ $ 2,000.00 S 2,000.00 SUBTOTAL PART C - RTA IMPROVEMENTS (Items C1 thru C3) $ 30,740.00 Part D - ADA IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) D1 Sidewalk SF 32,415 $ 4.00 $ 129,660.00 D2 Accessible Ramps EA 8 $ 1,420.00 $ 11,360.00 SUBTOTAL PART D - ADA IMPROVEMENTS (Items 01 thru 03) $ 141,020.00 Item DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT Part E - DRAINAGE IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) El Area 'C' Ditch Excavation and Grading SY 26,263 S 3.55 5 93,233.65 E2 Holly Road Ditch Excavation and Grading LF 2,400 $ 12.00 5 28,800.00 E3 Channel Liner SY 14,300 S 1.60 S 22,880.00 E4 Hydromulch Seed and Fertilize AC 14 5 5.700.00 S 79,800.00 E5 5' Curb Inlet EA 16 $ 4,000.00 ; S 64,000.00 E6 6' Curb LF 5,314 $ 21.00 S 111,594.00 E7 Storm RCB wfRing & Cover EA 7 5 8,640.00 5 60,480.00 E8 Tie To Existing Stub (Ennis Joslin Sta 30+00) EA 1 $ 323.00 5 323.00 E9 18" RCP LF 263 $ 78.00 S 20,514.00 E10 24" RCP LF 89 $ 93.00 S 8,277.00 El 1 30" RCP LF 161 $ 95.00 5 15,295.00 E12 36" RCP LF 550 5 123.00 5 67,650.00 E13 2'X2' RCB LF 59 5 158.00 S 9,322.00 E14 3'X2' RCB LF 350 5 150.00 5 52,500.00 E15 4'X2' RCB LF 800 S 175.00 5 140,000.00 E16 5'X2' RCB _ LF 230 5 240.00 5 55,200.00 E17 6'X2' RCB LF 80 5 291.00 S 23,280.00 E18 6'X3' RCB LF 173 5 337.00 S 58,301.00 E19 8'X3' RCB LF 84 S 419.00 S 35,196.00 E20 4" Concrete Riprap SF 7,015 5 8.35 5 58,575.25 E21 18" Tie to 6'x3' RCB (Area 'C' Ditch Sta 33+85) EA 1 S 2,080.00 3 2,080.00 E22 End Treatment SETB-PD (2'x2' RCB) (Ennis Joslin Sta 5+50) EA 1 5 13.900.00 S 13,900.00 E23 End Treatment Outfall 'C' (Ennis Joslin Sta 17+83) EA 1 $ 31,200.00 3 31,200.00 E24 End Treatment 3x18" Outfall (Area 'C' Ditch)(Ditch Sta 32+20) EA 1 S 4.300,00 5 4,300.00 E25 End Treatment 3x18" Outfall (Area 'C' Ditch)(Ditch Sta 33+16) EA 1 $ 4,300.00 5 4,300.00 E26 End Treatment CH -FW -O (Area 'C' Ditch)(Ditch Sta 33+82) EA 1 $ 26,400.00 S 26,400.00 E27 End STA) Treatment PW Headwall (Area 'C" Ditch)(VARIOUS EA 4 $ 26,300.00 S 105,200.00 E28 End Treatment PW Headwall (Area 'C' Ditch)(Ditch Sta 34+25) EA 1 S 32,900.00 S 32,900.00 E29 End Treatment TxDOT SETB-PD (HOLLY, VARIOUS STA) EA 5 S 15,400.00 3 77,000.00 E30 Gabion Basket CY 2,754 S 60.00 S 165,240.00 E31 18" RCP Outfall Through Gabion EA 6 3 323.00 $ 1,938.00 E32 Pedestrian Guard Rail EA 1 S 4,760.00 S 4,760.00 E33 Outfall Removal (Area 'C' Ditch) (Sta 26+25) EA 0 S - S - E34 OSHA Trench Safety LF 2,839 $ 0.70 S 1,987.30 E35 OSHA Inlet/Manhole Safety 1 EA 30 S 129.00 S 3,870.00 E36 Allowance for Unanticipated Drainage Improvement LS 1 $ 25,000.00 S 25,000.00 SUBTOTAL PART E - DRAINAGE IMPROVEMENTS (Items El THRU E36) $ 1,505,296.20 Item DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT Part F - WATER IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) F1 8" PVC 0-900 Water Line LF 411 $ 57.00 S 23,427.00 F2 12" Water Line Adjustment EA 2 6 11,300.00 $ 22,600.00 F3 8" Ductile Iron Water Line LF 361 6 89.00 6 32,129.00 F4 12"x8" Tapping Sleeve, 8" Tapping Valve EA 4 6 5,150.00 5 20,600.00 F5 8" Gate Valve EA 4 $ 1,430.00 5 5,720.00 F6 8"x8"x8" Tee EA 4 S 812.00 5 3,248.00 F7 8"x6" Reducer EA 4 $ 435.00 6 1740.00 F8 8" Ductile Iron Bend EA 13 $ 797.00 S 10,361.00 F9 Fire Hydrant Assembly (Type 1) EA 4 S 5,620.00 6 22,480.00 F10 8" Cap EA 4 S 511.00 S 2,044.00 F11 Valve Box Adjustment LS 1 5 1,600.00 S 1,600.00 F12 OSHA Trench Safety LF_ 774 S 1.20 S 928.80 F13 Allowance for Unanticipated Water Improvement LS 1 $ 20,000.00 $ 20,000.00 SUBTOTAL PART F - WATER IMPROVEMENTS (Items F1 THRU F13) $ 166,877.80 Part G -WASTEWATER IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) G1 8" PVC SDR -26 Wastewater Main (8' to 10') LF 109 $ 98.00 S 10,682.00 G2 8" PVC SDR -26 Wastewater Main (12' to 14') LF 170 5 104.00 S 17,680.00 G3 8" PVC SDR -26 Wastewater Main (14' to 16') LF 168 S 120.00 $ 20,160.00 G4 10" PVC SDR -26 Wastewater Main (8'-10') LF 230 5 87.00 S 20,010.00 G5 10" PVC SDR -26 Wastewater Main (10'-12') LF 424 S 90.00 S 38,160.00 G6 10" PVC SDR -26 Wastewater Main (12'-14') LF 422 $ 104.00 $ 43,888.00 G7 10" PVC SDR -26 Wastewater Main (14'-16') LF 91 5 122.00 S 11,102.00 G8 12" PVC SDR -26 Wastewater Main (14'-16') LF 653 5 140.00 S 91,420.00 G9 12" PVC SDR -26 Wastewater Main (16'-18') LF 757 $ 175.00 5 132,475.00 G10 5' Doghouse Manhole, 15' depth EA 1 5 18,700.00 5 18,700.00 G11 5' Fiberglass Manhole, Up to 6' depth EA 2 S 14,300.00 S 28,600.00 G12 5' Fiberglass Manhole, > 6' depth LF 16 $ 355.00 S 5,680.00 G13 4' Fiberglass Manhole, Up to 6' depth EA 4 $ 10.900.00 S 43,600.00 G14 4' Fiberglass Manhole, >6' depth LF 30 $ 345.00 S 10,350.00 G15 Well Pointing LF 1,578 S 21.00 5 33,138.00 G16 OSHA Trench Safety LF 3,024 5 3.55 S 10,735.20 G17 OSHA Manhole Safety EA 22 S 214.00 5 4,708.00 G18 Allowance for Disposal of Contaminated Groundwater LS 1 6 10,000.00 5 10,000.00 G19 Allowance for Unanticipated Wastewater Improvement LS 1 $ 20.00.0.00 S 20,000.00 SUBTOTAL PART G - WASTEWATER IMPROVEMENTS (Items G1 thru G19) 5 571,088.20 Part H -MIS IMPROVEMENTS (per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) H1 2" Schedule 80 PVC Conduit with pull tape LF 2,560 $ 12.00 $ 3.0,720.00 H2 Ground Box Placement EA 4 $ 2,190.00 S 8,760.00 SUBTOTAL PART H - MIS IMPROVEMENTS (Items H1 thru H2) S 39,480.00 Part I - GAS IMPROVEMENTS 11 Trench Backfill & Compaction for Gas Mains LF 3,500 $ 15.00 S 52,500.00 12 OSHA Trench Safety LF 3,500 $ 0.10 S 350.00 SUBTOTAL PART I - GAS IMPROVEMENTS (Items 11 thru 12) $ 52,850.00 Item DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT BID SUMMARY SUBTOTAL PART A - GENERAL (Items Al thru A14) $ 349,207.00 SUBTOTAL PART B - STREET IMPROVEMENTS (Items B1 thru B37) $ 1,826,830.00 SUBTOTAL PART C - RTA IMPROVEMENTS (Items C1 thru C3) $ 30,740.00 SUBTOTAL PART D - ADA IMPROVEMENTS (Items D1 thru D2) $ 141,020.00 SUBTOTAL PART E - DRAINAGE IMPROVEMENTS (Items El thru E36) $ 1,505,296.20 SUBTOTAL PART F - WATER IMPROVEMENTS (Items F1 thru F13) $ 166,877,80 SUBTOTAL PART G - WASTEWATER IMPROVEMENTS (Items G1 thru G19) $ 571,088.20 SUBTOTAL PART H -MIS IMPROVEMENTS (Items H1 thru H2) $ 39,480.00 SUBTOTAL PART I - GAS IMPROVEMENTS (Items 11 thru 12) $ 52,850.00 TOTAL PROJECT BASE BID ALTERNATIVE ASPHALT STREET SECTION (SEE PLAN SHEET 11) ADDI(DtDUET) 'TOTAL PROJECT ALTERNATIVE BID Contract Times 4,683,389.20 + $30,000.00 $ 4,71 3,389.20 Bidder agrees to reach Substantial Completion in 330 days Bidder agrees to reach Final Completion in 360 days 00 30 02 COMPLIANCE TO STATE LAW ON NONRESIDENT BIDDERS Chapter 2252 of the Texas Government Code applies to the award of government contract to nonresident bidders. This law provides that: "a government entity may not award a governmental contract to a nonresident bidder unless the nonresident underbids the lower bid submitted by a responsible resident bidder by an amount that is not less than the amount by which a resident bidder would be required to underbid the nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located." "Nonresident bidder" refers to a person who is not a resident of Texas. "Resident bidder" refers to a person whose principal place of business is in this state, including a contractor whose ultimate parent company or majority owner has its principal place of business in this state. Check the statement that is correct for Bidder. ❑ Bidder qualifies as a nonresident bidder whose principal place of business or residency is in the State of ti Bidder (includes parent company or majority owner) qualifies as a resident bidder whose principal place of business is in the State of Texas. The Owner will use the information provided in the State of Texas Comptroller's annual publication of other states' laws on contracts to evaluate the Bids of nonresident Bidders. Bidder: Company Name: By: Name: Title: Business address: Phone: /4qj —cion CSG -r, e"+110,, 1-4 (typed or printed) (signature — attach evidence of authority to sign) Q,o. t99s (typed or printed) Pre4e+� N-441 J %, (,, C,G, 0h, i d- !102 At/ , £ /'L 5 r;s+;,, 7/' ) 9 j 7 3d � 3vaS3f Email: Cu eh T9 94 END OF SECTION Compliance to State Law on Nonresident Bidders Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 003002-1 11-25-2013 00 30 05 City of Corpus Christi Disclosure of Interest City of Corpus Christi SUPPLIER NUMBER TO BE ASSIGNED BY CII Y PURCHASING DIVISION CITY OF CORPUS CHRISTI DISCLOSURE OF INTEREST 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". See reverse side for Filing Requirements, Certifications and definitions. COMPANY NAME:14 41/1e—g614 CITY: 6/%5 2tridi ZIP: riE1 / P. O. BOX: STREET ADDRESS: 140a 14- Iy / t, FIRM IS: 1. Corporation 2. Partnership ' 3. Sole Owner ❑ 4. Association 5. 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 A/4 Job Title and City Department (if known) 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 A/A Title 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 p�- Board, Commission or Committee 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 r, , Consultant City of Corpus Christi Disclosure of Interest 00 30 05 - 1 Rev 01-13-2016 FILING REQUIREMENTS If a person who requests official action on a matter knows that the requested action will confer an economic benefit on any City official or employee that is distinguishable from the effect that the action will have on members of the public in general or a substantial segment thereof, you shall disclose that fact in a signed writing to the City official, employee or body that has been requested to act in the matter, unless the interest of the City official or employee in the matter is apparent. The disclosure shall also be made in a signed writing filed with the City Secretary. [Ethics Ordinance Section 2-349 (d)] CERTIFICATION 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. Title: P:,,sidett, i-laas-Anderson Management, LC Certifying Person: laO • 09IS (Type or Print) Signature of Certifying Person: C• -.l iJ�r•Y�Q/ DEFINITIONS Date: I - 17 a. "Board member." A member of any board, commission, or committee appointed by the City Council of the City of Corpus Christi, Texas. b. "Economic benefit". An action that is likely to affect an economic interest if it is likely to have an effect on that interest that is distinguishable from its effect on members of the public in general or a substantial segment thereof. c. "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. d. "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. e. "Official." The Mayor, members 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. f. "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 holdings or control established through voting trusts, proxies, or special terms of venture or partnership agreements." g. "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. City of Corpus Christi Disclosure of Interest 003005-2 Rev 01-13-2016 00 30 06 NON -COLLUSION CERTIFICATION STATE OF TEXAS COUNTY OF NUECES OWNER: City of Corpus Christi, Texas 1201 Leopard Street Corpus Christi, Texas 78401 CONTRACT: Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) Project No. E15109 Bidder certifies that the it has not been a party to any collusion among Bidders in the restraint of freedom of competition by agreement to submit a Bid at a fixed price or to refrain from bidding; or with any official or employee of the Owner as to quantity, quality, or price in the prospective contract, or any other terms of said prospective contract; or in any discussion between Bidders and any official of the Owner concerning exchange of money or other thing of value for special consideration in the letting of a contract. Company Name: By: Name: Title: Business address: Phone: 1499S- e.r-sDy) COV1S+ilithiPhi typed or printed) (signature -- attach evidence of authority to sign) (typed or printed) rc3;4le - 1/c9j Sr6oh 4434, f L,6 Gei, O e.r %y Corpus rj 5i-; L Rif) 3 -7 -d 53/ Email: GlGUdans-ci'u t` -•r -50,7%641 - END OF SECTION Non -Collusion Certification Ennis Joslin Road Extension Holly Road Williams Drive (Bond 2014) - Project E15109 003006-1 11-25-2013 / • CERTIFICATE OF LIMITED PARTNERSHIP OF AAS'A WERSON CONSTRUCTION II, LTD. In the OLE ffficce of the Secretary of State of Texas DEC. 0 6 2001 Corporations Section The undersigned. desiring to Torrn a Limited Partnership pursuant to the Texas Re vise 1 Limiicd Partnership Act as set forth in. Article 6132a•1 of the Texas Revised Civil Slate; ("Act"), does hereby certify: 1. The name of the firrltttnder which said Limited partnership is to be conduct:d it 'HAAS-ANDEBSON CONSTRUCTION T[, LTD. 2. The address of the registered office and the name and address of the regiccrel affent for service of process is: Registered Agent Registered Of(Ic% DARRYL O. HAAS 1401 HOLLY ROAD CORPUS C11R.CSTI, TEXAS 18415 3, The address of the principal office In the United States where Partnership record; are to bo kept is 1401 HOLLY ROAD, CORPUS CFIRISTI, TEXAS 18415, 4. partner is: Name The mune, mailing address, and street address of the business of each Sacra; Address HAAS -ANDERSON MANAGEMENT, L.C. 1401 HOLLY ROAD CORPCs CIIRISTI, TEXAS 78415 IN'WITNESS WHEREOF, the undersigned has executed this Certificate of Limited Partnership to be effective as of the t; t day of Pe t_42...31 a , 2001. cuDATA4WF1H lt/nultlYjwgrACLWCa4w&i! GENERAL PARTNER: HAAS -ANDERSON ilikNAGI''MENT, L.C, DARR s . HAAS. President BID BOND TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA Hartford, Connecticut 06183 KNOWN ALL BY THESE PRESENTS, That we, Haas -Anderson Construction, Ltd. , as Principal, and Travelers Casualty and Surety Company of America, as Surety, are held and firmly bound unto City of Corpus Christi, as Obligee, in the sum of Five Percent (5%) of Amount Bid by Principal Dollars ($Five Percent (5%) of Amount Bid by Principal) for the payment of which we bind ourselves, and our successors and assigns, jointly and severally, as provided herein. WHEREAS, Principal has submitted or is about to submit a bid to the Obligee on a contract for Project No. E15109 Ennis Joslin Road Extension - Holly Road to Williams Drive - (Bond 2014) ("Project"). NOW, THEREFORE, the condition of this bond is that if Obligee accepts Principal's bid, and Principal enters into a contract with Obligee in conformance with the terms of the bid and provides such bond or bonds as may be specified in the bidding or contract documents, then this obligation shall be void; otherwise Principal and Surety will pay to Obligee the difference between the amount of Principal's bid and the amount for which Obligee shall in good faith contract with another person or entity to perform the work covered by Principal's bid, but in no event shall Surety's and Principal's liability exceed the penal sum of this bond. Signed this 25 day of January, 2017. Haas -Anderson Construction, Ltd. (Pripcipal) By: c Fr=sider+4, Gfaas.Andersan Management., I C , _,;a! Partner Travelers Casualty and Surety Company of America By: Annie Foley, Attorney -in -Fa STPAUL G TRAVELERS IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Travelers Casualty & Surety Company of America, Travelers Casualty & Surety Company, Travelers Indemnity Company, Standard Fire Insurance Company and/or Farmington Casualty Company for information or to make a complaint at: Travelers Bond Attn: Claims 1500 Market Street West Tower, Suite 2900 Philadelphia, PA 19102 (267) 675-3057 (267) 675-3102 Fax You may contact the Texas Department of Insurance to obtain the information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253-021, Government Code, and Section 53.202, Property Code, effective September 1, 2001. TRAVELERSJ Attorney -In Fact No, WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company 230850 St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company Certificate No. ©06801241 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company. St, Paul Fire and Marine insurance Company. St. Pau] Guardian Insurance Company. St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surely Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut. that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the Stale of Iowa, and that Fidelity and Guaranty Insurance Underwriters. Inc.. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make. constitute and appoint Betty J. Baxter, Kevin G. Keetch, Lonna Pokrant, Annie Foley. and Vickie Trhula of the City of Corpus Christi . State of Texas , their true and lawful Attorneys) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds. rccognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons. guaranteeing the performance of contracts and executing or euaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF. the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed. this 18th day of May 2016 Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company State of Connecticut City of Hartford ss. St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company' of America United States Fidelity and Guaranty Company By: Robert L. Raney, Senior Vice President On this the 18th day of May 7016 , before me personally appeared Robert L. Raney. who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America. and United States Fidelity and Guaranty Company. and that he. as such. being authorized so 10 do. executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2021. 58440-5-16 Printed in U.S.A. \.GIA;LA e U Marie C. Tetreauli. Notary Public WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company. Travelers Casualty and Surety Company. Travelers Casualty and Surety Company of America. and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer. the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and sea! with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President. any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority: and it is FURTHER RESOLVED, that the signature of each of the following officers: President. any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned. Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters. Inc., St. Paul Fire and Marine Insurance Company, St. Pau] Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this ciS day of` -.1 t,ttZ ti , 20 f 7 'egref. E. Hughes, Assistant Sec tary Jay...... �Z Op4rf To verify the authenticity of this Power of Attorney, cal] 1-800-421-3880 or contact us at www.travelersbond.com_ Please refer to the Attorney -In -Fact number, the above-named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 00 52 23 AGREEMENT This Agreement, for the Project awarded on March 21, 2017, is between the City of Corpus Christi (Owner) and Haas -Anderson Construction, Ltd. (Contractor). Owner and Contractor agree as follows: ARTICLE 1— WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) Project No. E15109 ARTICLE 2 — DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Urban Engineering 2725 Swantner Corpus Christi, TX. 78404 2.02 The Owner's Authorized Representative for this Project is: City of Corpus Christi — Engineering Services Wayne Otto, Acting Construction Engineer 4917 Holly Road, #5 Corpus Christi, TX 78411 ARTICLE 3 — CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 330 days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within 360 days after the date when the Contract Times commence to run. B. Milestones, and the dates for completion of each, are as defined in SECTION 01 35 00 SPECIAL PROCEDURES. 3.02 Liquidated Damages A. Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.01 and as adjusted in accordance with Paragraph 11.05 of the General Agreement 00 52 23 - 1 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty): 1. Substantial Completion: Contractor shall pay Owner $800 for each day that expires after the time specified in Paragraph 3.01 for Substantial Completion until the Work is substantially complete. 2. Completion of the Remaining Work: Contractor agrees to pay Owner $400 for each day that expires after the time specified in Paragraph 3.01 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions. 3. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. 4. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 01 35 00 SPECIAL PROCEDURES for failure to meet Milestone completions. 5. The Owner will determine whether the Work has been completed within the Contract Times. B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. ARTICLE 4 — CONTRACT PRICE 4.01 Owner will pay Contractor for completion of the Work in accordance with the Contract Documents at the unit prices shown in the attached BID FORM. Unit prices have been computed in accordance with Paragraph 13.03 of the General Conditions. Contractor acknowledges that estimated quantities are not guaranteed, and were solely for the purpose of comparing Bids, and final payment for all unit price items will be based on actual quantities, determined as provided in the Contract Documents. Total Base Bid Price $ 4,683,389.20 ARTICLE 5 — PAYMENT PROCEDURES 5.01 Submit Applications for Payment in accordance with Article 15 of the General Conditions. Applications for Payment will be processed by the OAR as provided in the General Conditions. 5.02 Progress Payments; Retainage: A. The Owner will make progress payments on or about the 25th day of each month during performance of the Work. Payment is based on Work completed in accordance with the Schedule of Values established as provided in the General Conditions. B. Progress payments equal to 95 percent of the total earned value to date for completed Work and properly stored materials will be made prior to Substantial Completion. The balance will be held as retainage. Agreement 00 52 23 - 2 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 C. Payment will be made for the amount determined per Paragraph 5.02.B, less the total of payments previously made and less set -offs determined in accordance with Paragraph 15.01 of the General Conditions. D. At the Owner's option, retainage may be required at a higher percentage rate if progress on the Project is considered to be unsatisfactory. If retainage in excess of the amount described above is held prior to Substantial Completion, the Owner will place the additional amount in an interest bearing account. Interest will be paid in accordance with Paragraph 6.01. E. At the Owner's option, Owner may pay Contractor 100 percent of the Work completed, less amounts withheld in accordance with Paragraph 15.01 of the General Conditions and less 200 percent of OAR's estimate of the value of Work to be completed or corrected to reach Substantial Completion. Owner may, at its sole discretion, elect to hold retainage in the amounts set forth above for progress payments prior to Substantial Completion if Owner has concerns with the ability of the Contractor to complete the remaining Work in accordance with the Contract Documents or within the time frame established by this Agreement. Release or reduction in retainage is contingent upon and consent of surety to the reduction in retainage. 5.03 Owner will pay the remainder of the Contract Price as recommended by OAR in accordance with Paragraph 15.06 of the General Conditions upon Final Completion and acceptance of the Work. ARTICLE 6 — INTEREST ON OVERDUE PAYMENTS AND RETAINAGE 6.01 The Owner is not obligated to pay interest on overdue payments except as required by Texas Government Code Chapter 2251. 6.02 The Owner is not obligated to pay interest on moneys not paid except as provided in Texas Government Code Chapter 2252. ARTICLE 7 — CONTRACTOR'S REPRESENTATIONS 7.01 The Contractor makes the following representations: A. The Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. The Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. The Contractor is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. D. The Contractor has carefully studied the following Site -related reports and drawings as identified in the Supplementary Conditions: 1. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; Agreement 00 52 23 - 3 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 3. Underground Facilities referenced in reports and drawings; 4. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and 5. Technical Data related to each of these reports and drawings. E. The Contractor has considered the: 1. Information known to Contractor; 2. Information commonly known to contractors doing business in the locality of the Site; 3. Information and observations obtained from visits to the Site; and 4. The Contract Documents. F. The Contractor has considered the items identified in Paragraphs 7.01.D and 7.01.E with respect to the effect of such information, observations, and documents on: 1. The cost, progress, and performance of the Work; 2. The means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and 3. Contractor's safety precautions and programs. G. Based on the information and observations referred to in the preceding paragraphs, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. H. The Contractor is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. I. The Contractor has correlated the information known to the Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. J. The Contractor has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Contractor has discovered in the Contract Documents, and the written resolution provided by the OAR is acceptable to the Contractor. K. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. L. Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. ARTICLE 8 — ACCOUNTING RECORDS 8.01 Accounting Record Availability: The Contractor shall keep such full and detailed accounts of materials incorporated and labor and equipment utilized for the Work consistent with the requirements of Paragraph 13.01 of the General Conditions and as may be necessary for proper Agreement 00 52 23 - 4 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 financial management under this Agreement. Subject to prior written notice, the Owner shall be afforded reasonable access during normal business hours to all of the Contractor's records, books, correspondence, instructions, drawings, receipts, vouchers, memoranda, and similar data relating to the Cost of the Work and the Contractor's fee. The Contractor shall preserve all such documents for a period of 3 years after the final payment by the Owner. ARTICLE 9 — CONTRACT DOCUMENTS 9.01 Contents: A. The Contract Documents consist of the following: 1. Specifications, forms, and documents listed in SECTION 00 01 00 TABLE OF CONTENTS. 2. Drawings listed in the Sheet Index. 3. Addenda. 4. Exhibits to this Agreement: a. Contractor's Bid Form. b. None. 5. Documentation required by the Contract Documents and submitted by Contractor prior to Notice of Award. B. There are no Contract Documents other than those listed above in this Article. C. The Contract Documents may only be amended, modified, or supplemented as provided in Article 11 of the General Conditions. ARTICLE 10 — CONTRACT DOCUMENT SIGNATURES 10.01 One original of the signed Agreement will be required. The sequence of signatures will be completed in the following order: A. CONTRACTOR —Agreement must be signed by a person authorized to bind the firm or company. If Contractor is a Corporation, agreements must be Attested; B. ASSISTANT CITY ATTORNEY for the City; C. DIRECTOR OF ENGINEERING SERVICES; D. CITY SECRETARY for the City. Agreement 00 52 23 - 5 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 ATTEST DigOally signed by Rebecca Huerta DN_ cn=Rebecca Huerta, 0, au, emadorebeccah@crmerms cam. SUS Date: 2017 04 04 08:55:25 -05'00' Rebecca Huerta City Secretary CITY OF CORPUS CHRISTI Digitally signed by Jeff Edmonds DN'. cn=Jeff Edmonds, o, ou=Engineering, emailejeffreye@cctexas c=US Date'. 2017.03.30 14'.45'.57 -05'00' J.H. Edmonds, P.E. Director of Engineering Services APPROVED AS TO LEGAL FORM: M2017-038 AUTHORIZED Aimee Alcorn -Reed /GAJ 2017.03.30 11:11:29 -05'00' Assistant City Attorney BY COUNCIL 3/21/17 RH/ML Digitally signed by RH/ML Date: 2017.04.04 08:31:36 -05'00' ATTEST (IF CORPORATION) CONTRACTOR Haas -Anderson Construction, Ltd. (Seal Below) By: Note: Attach copy of authorization to sign if person signing for CONTRACTOR is not President, Vice President, Chief Executive Officer, or Chief Financial Officer Title: Darryl 0. Haas Digitally signed by Darryl Q Haas ON: orvbarryl O. Haas, alarm -Anderson Constr. n, Ltd.,. Dmarmolbaas@baasaraermn cont ails ate_ 2017.0222 11 07 -0500' President, Haas -Anderson Mgmt., L.C., Gen. Partner P.O. Box 7692 Address Corpus Christi, TX 78467 City 361/853-2535 State Zip Phone Fax dcullen@haas-anderson.com EMail END OF SECTION Agreement 00 52 23 - 6 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) — Project E15109 Rev 06-22-2016 DATE(MM/DD/YYYY) A�" CERTIFICATE OF LIABILITY INSURANCE 3/22/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Diann Eisenhauer Higginbotham Insurance Agency, Inc. PHONE 361-561 4276 FAX 361-844-0101 dba Swantner&Gordon Insurance Agency, LLC A/c No E-MAIL deisenhauer hi Inbotham.net P O BOX 870 ADDRESS: @ 99 Corpus Christi TX 78403-0870 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:The Charter Oak Fire Insurance Co 25615 INSURED HAASA INSURER B:Travelers Property Casualty Co of A 25674 Haas-Anderson Construction Ltd INSURERC:The Travelers Indemnity Co of CT 25682 P. O. Box 7692 INSURERD:The Phoenix Insurance Company 25623 Corpus Christi TX 78467-7692 INSURER E:Great American Insurance CO 16691 INSURER F:Crum& Forster Specialty Ins. Co 44520 COVERAGES CERTIFICATE NUMBER: 1858619519 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY C04D398656 9/1/2016 9/1/2017 EACH OCCURRENCE $1,000,000 CLAIMS-MADE XI PREMISES DAMAGE TO PREMISES Ea Occurrence) ccurrence $300,000 MED EXP(Any one person) $5,000 PERSONAL RADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY❑ PRO JECT ❑ LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY BA3D892937 9/1/2016 9/1/2017 COMBINED SINGLE LIMIT $ (Ea accident) 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ AUTOrED AUTOSULED BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) X MCS-90 $ C X UMBRELLA LAB X OCCUR CUP3E987368 9/1/2016 9/1/2017 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 DED X RETENTION$10,000 $ D WORKERS COMPENSATION UB4D402822 9/1/2016 9/1/2017 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? ❑N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 E Excess Umbrella TUE139924100 9/1/2016 9/1/2017 Each Occurrence $19,000,000 F Contractors Pollution PKC104345 9/1/2016 9/1/2017 Each Pollution Cond. $5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Corpus Christi THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Engineering Services ACCORDANCE WITH THE POLICY PROVISIONS. Attn: Sylvia Arriaga-Construction Contract Mgr. P. O. Box 9277 Corpus Christi TX 78469-9277 AUTHORIZED rREPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: HAASA _ LOC#: ADDITIONAL REMARKS SCHEDULE Page 1 of 2 AGENCY NAMED INSURED Higginbotham Insurance Agency, Inc. Haas-Anderson Construction Ltd P. O. Box 7692 POLICY NUMBER Corpus Christi TX 78467-7692 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Commercial General Liability Policy includes a blanket automatic additional insured endorsement that provides additional insured status only when there is a written contract requiring such status. Form CG D6 04 08 13-Blanket Additional Insured (Contractors)/Form CG D3 16 11 11 -Contractors Xtend Endorsement(Blanket Additional Insured -Owners, Managers or Lessors of Premises; Blanket Additional Insured- Lessors of Lease Equipment; Blanket Additional Insured-State or Political Subdivisions-Permits) General Liability policy includes a primary and non-contributory provision only when there is a written contract that requires it. Form CG D6 04 08 13-Blanket Additional Insured-Automatic Status if Required by Written Contract(Contractors) Commercial General Liability Policy includes a blanket automatic waiver of subrogation endorsement that provides this feature only when there is a written contract that requires it. Form CG D3 16 11 11 -Contractors Xtend Endorsement Commercial General Liability Policy includes an endorsement providing 30 days' notice of cancellation will be furnished to the certificate holder except 10 day notice of nonpayment of premium. Form IL T4 05 -Blanket Notice of Cancellation (30 Days) Commercial General Liability policy includes Form CG D3 16 11 11 -Contractors Xtend Endorsement. Contractual Liability-With respect to operations performed within 50 feet of railroad property, the definition of insured contract in Section V Definitions 9."Insured Contract" Item c. is amended to read "Any easement of license agreement" and Item f.(1)is removed. Business Auto Policy includes a blanket automatic additional insured endorsement that provides additional insured status when there is a written contract that requires such status. Form CA T3 53 02 15-Business Auto Extension Endorsement Business Auto Policy includes a blanket automatic waiver of subrogation endorsement that provides this feature only when there is a written contract that requires it. Form CA T3 53 02 15-Business Auto Extension Endorsement Business Auto Policy includes an endorsement providing 30 days' notice of cancellation will be furnished to the certificate holder except 10 day notice of nonpayment of premium where required by written contract. Form IL T4 05—Blanket Notice of Cancellation (30 Days) Business Auto Policy includes Endorsement for Motor Carrier Policies of Insurance for Public Liability Under Sections 29&30 of the Motor Carrier Act of 1980-MCS-90 (Rev.4-00)(Rev. 09-08) Business Auto policy includes Endorsement CA 20 70 10 13-Coverage for Certain Operations in Connection with Railroads where required by written contract Workers Compensation Policy includes a blanket automatic waiver of subrogation endorsement that provides this feature only when there is a written contract that requires it. Form WC 42 03 04 (B)-Texas Waiver of Our Right to Recover from Others Endorsement Workers Compensation Policy includes an endorsement providing 30 days' notice of cancellation will be furnished to the certificate holder except 10 day notice of nonpayment of premium where require by written contract. WC 42 06 01 (00)-Texas Notice of Material Change Endorsement-Blanket Notice of Cancellation (30 Days) Workers Compensation Policy includes Longshore and Harbor Workers'Compensation Act Coverage Endorsement Form WC 00 01 06 A Contractors Pollution includes Additional Insured-Owners, Lessees or Contractors-EN0111-0211 -Where Required by Written Contract; Primary and Non-Contributory Additional Insured with Waiver of Subrogation -EN0118-0211 -Where Required by Written Contract Umbrella Liability: Form UM 00 01 11 03 Except for the terms, definitions, conditions and exclusions of the Policy, the coverage provided by this Policy shall follow the terms,definitions, conditions and exclusions of the applicable underlying insurance. Waiver of Transfer of Rights or Recovery-Form UM 04 88 07/08 30 Day Notice of Cancellation-Form IL T4 05—Blanket Notice of Cancellation (30 Days) ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: HAASA LOC#: AC"R" ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY NAMED INSURED Higginbotham Insurance Agency, Inc. Haas-Anderson Construction Ltd P. O. Box 7692 POLICY NUMBER Corpus Christi TX 78467-7692 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Project: E15109 Ennis Joslin Road Extension Holly Road to Williams Drive (Bond 2014) ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Haas-Anderson Construction, Ltd. The Charter Oak Fire Insurance Co Policy #C04D398656 COMMERCIAL GENERAL LIABILITY 09/01/2016-09/01/2017 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The following is added to SECTION II — WHO IS (a) The Additional Insured — Owners, AN INSURED: Lessees or Contractors — Scheduled Any person or organization that: Person or Organization endorsement CG 20 10 07 04 or CG 20 10 04 13, a. You agree in a "written contract requiring in- the Additional Insured — Owners, surance" to include as an additional insured Lessees or Contractors — Completed on this Coverage Part; and Operations endorsement CG 20 37 b. Has not been added as an additional insured 07 04 or CG 20 37 04 13, or both of for the same project by attachment of an en- such endorsements with either of dorsement under this Coverage Part which those edition dates; or includes such person or organization in the (b) Either or both of the following: the endorsement's schedule; Additional Insured — Owners, Les- is an insured, but: sees or Contractors — Scheduled a. Only with respect to liability for "bodily injury", Person Or Organization endorsement "property damage"or"personal injury"; and CG 20 10, or the Additional Insured — Owners, Lessees or Contractors — b. Only as described in Paragraph (1), (2) or (3) Completed Operations endorsement below, whichever applies: CG 20 37, without an edition date of (1) If the "written contract requiring insur- such endorsement specified; ance" specifically requires you to provide the person or organization is an additional additional insured coverage to that per- insured only if the injury or damage is son or organization by the use of: caused, in whole or in part, by acts or (a) The Additional Insured — Owners, omissions of you or your subcontractor in Lessees or Contractors — (Form B) the performance of "your work" to which endorsement CG 20 10 11 85; or the "written contract requiring insurance" (b) Either or both of the following: the applies; or Additional Insured — Owners, Les- (3) If neither Paragraph (1) nor (2) above ap- sees or Contractors — Scheduled plies: Person Or Organization endorsement (a) The person or organization is an ad- CG 20 10 10 01, or the Additional In- ditional insured only if, and to the ex- sured — Owners, Lessees or Contrac- tent that, the injury or damage is tors — Completed Operations en- caused by acts or omissions of you or dorsement CG 20 37 10 01; your subcontractor in the perform- the person or organization is an additional ance of"your work"to which the "writ- insured only if the injury or damage arises ten contract requiring insurance" sp- out of "your work" to which the "written plies; and contract requiring insurance" applies; (b) The person or organization does not (2) If the "written contract requiring insur- qualify as an additional insured with ance" specifically requires you to provide respect to the independent acts or additional insured coverage to that per- omissions of such person or organi- son or organization by the use of: zation. CG D6 04 08 13 ©2013 The Travelers Indemnity Company.All rights reserved. Page 1 of 3 COMMERCIAL GENERAL LIABILITY 2. The insurance provided to the additional insured and collectible other insurance, whether primary, by this endorsement is limited as follows: excess, contingent or on any other basis, that is a. If the Limits of Insurance of this Coverage available to the additional insured when that per- Part shown in the Declarations exceed the son or organization is an additional insured, or is minimum limits of liability required by the any other insured that does not qualify as a "written contract requiring insurance", the in- named insured, under such other insurance. surance provided to the additional insured will 4. As a condition of coverage provided to the addi- be limited to such minimum required limits of tional insured by this endorsement: liability. For the purposes of determining a. The additional insured must give us written whether this limitation applies, the minimum notice as soon as practicable of an "occur- limits of liability required by the "written con- rence" or an offense which may result in a tract requiring insurance will be considered claim. To the extent possible, such notice to include the minimum limits of liability of any should include: Umbrella or Excess liability coverage required for the additional insured by that "written con- (1) How, when and where the 'occurrence" tract requiring insurance". This endorsement or offense took place; will not increase the limits of insurance de- (2) The names and addresses of any injured scribed in Section III—Limits Of Insurance. persons and witnesses; and b. The insurance provided to the additional in- (3) The nature and location of any injury or sured does not apply to "bodily injury", "prop- damage arising out of the 'occurrence" or erty damage" or "personal injury" arising out offense. of the rendering of, or failure to render, any b. If a claim is made or "suit" is brought against professional architectural, engineering or sur- the additional insured, the additional insured veying services, including: must: (1) The preparing, approving, or failing to (1) Immediately record the specifics of the prepare or approve, maps, shop draw- claim or"suit"and the date received; and ings, opinions, reports, surveys, field or- ders or change orders, or the preparing, (2) Notify us as soon as practicable. approving, or failing to prepare or ap- The additional insured must see to it that we prove, drawings and specifications; and receive written notice of the claim or "suit" as (2) Supervisory, inspection, architectural or soon as practicable. engineering activities. c. The additional insured must immediately send c. The insurance provided to the additional in- us copies of all legal papers received in con- sured does not apply to "bodily injury" or nection with the claim or"suit", cooperate with "property damage" caused by"your work" and us in the investigation or settlement of the included in the "products-completed opera- claim or defense against the "suit", and oth- tions hazard" unless the "written contract re- erwise comply with all policy conditions. quiring insurance" specifically requires you to d. The additional insured must tender the de- provide such coverage for that additional in- fense and indemnity of any claim or "suit" to sured during the policy period. any provider of other insurance which would 3. The insurance provided to the additional insured cover the additional insured for a loss we by this endorsement is excess over any valid and cover under this endorsement. However, this collectible other insurance, whether primary, ex- condition does not affect whether the insur- cess, contingent or on any other basis, that is ance provided to the additional insured by this available to the additional insured. However, if the endorsement is primary to other insurance "written contract requiring insurance" specifically available to the additional insured which cov- requires that this insurance apply on a primary ers that person or organization as a named basis or a primary and non-contributory basis, this insured as described in Paragraph 3. above. insurance is primary to other insurance available 5. The following is added to the DEFINITIONS Sec- to the additional insured under which that person or organization qualifies as a named insured, and tion: we will not share with that other insurance. But "Written contract requiring insurance" means that the insurance provided to the additional insured part of any written contract or agreement under by this endorsement still is excess over any valid which you are required to include a person or or- Page 2 of 3 ©2013 The Travelers Indemnity Company.All rights reserved. CG D6 04 08 13 COMMERCIAL GENERAL LIABILITY ganization as an additional insured on this Cover- a. After the signing and execution of the contract age Part, provided that the "bodily injury" and or agreement by you; and "property damage" occurs, and the "personal in- b. While that part of the contract or agreement is jury" is caused by an offense committed, during in effect. the policy period and: CG D6 04 08 13 ©2013 The Travelers Indemnity Company.All rights reserved. Page 3 of 3 Haas-Anderson Construction, Ltd. The Charter oak Fire Insurance Co COMMERCIAL GENERAL LIABILITY Policy #C04D398656 09/01/2016-09/01/2017 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS XTEND ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE-This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. Aircraft Chartered With Pilot H. Blanket Additional Insured - Lessors Of Leased B. Damage To Premises Rented To You Equipment C. Increased Supplementary Payments I. Blanket Additional Insured - States Or Political Subdivisions- Permits D. Incidental Medical Malpractice J. Knowledge And Notice Of Occurrence Or Offense E. Who Is An Insured - Newly Acquired Or Formed K. Unintentional Omission Organizations F. Who Is An Insured - Broadened Named Insured L. Blanket Waiver Of Subrogation - Unnamed Subsidiaries M. Amended Bodily Injury Definition G. Blanket Additional Insured - Owners, Managers N. Contractual Liability- Railroads Or Lessors Of Premises PROVISIONS INJURY AND PROPERTY DAMAGE LI- A. AIRCRAFT CHARTERED WITH PILOT ABILITY: The following is added to Exclusion g., Aircraft, Exclusions c. and g. through n. do not apply Auto Or Watercraft, in Paragraph 2. of SECTION to "premises damage". Exclusion f.(1)(a) - COVERAGES - COVERAGE A BODILY IN- does not apply to "premises damage" caused JURY AND PROPERTY DAMAGE LIABILITY: by: This exclusion does not apply to an aircraft that a. Fire; is: b. Explosion; (a) Chartered with a pilot to any insured; c. Lightning; (b) Not owned by any insured; and d. Smoke resulting from such fire, explosion, (c) Not being used to carry any person or prop- or lightning; or erty for a charge. e. Water; B. DAMAGE TO PREMISES RENTED TO YOU unless Exclusion f. of Section I - Coverage A 1. The first paragraph of the exceptions in Ex- - Bodily Injury And Property Damage Liability clusion j., Damage To Property, in Para- is replaced by another endorsement to this graph 2. of SECTION I - COVERAGES - Coverage Part that has Exclusion - All Pollu- COVERAGE A BODILY INJURY AND tion Injury Or Damage or Total Pollution Ex- PROPERTY DAMAGE LIABILITY is deleted. clusion in its title. 2. The following replaces the last paragraph of A separate limit of insurance applies to Paragraph 2., Exclusions, of SECTION I - "premises damage" as described in Para- COVERAGES - COVERAGE A. BODILY graph 6. of SECTION III - LIMITS OF IN- SURANCE. CG D3 16 11 11 ©2011 The Travelers Indemnity Company.All rights reserved. Page 1 of 6 COMMERCIAL GENERAL LIABILITY 3. The following replaces Paragraph 6. of SEC- C. INCREASED SUPPLEMENTARY PAYMENTS TION III— LIMITS OF INSURANCE: 1. The following replaces Paragraph 1.b. of Subject to 5. above, the Damage To Prem- SUPPLEMENTARY PAYMENTS — COVER- ises Rented To You Limit is the most we will AGES A AND B of SECTION I — COVER- pay under Coverage A for damages because AGE: of "premises damage" to any one premises. b. Up to $2,500 for the cost of bail bonds The Damage To Premises Rented To You required because of accidents or traffic Limit will apply to all "property damage" law violations arising out of the use of any proximately caused by the same occur- vehicle to which the Bodily Injury Liability rence", whether such damage results from: Coverage applies. We do not have to fur- fire; explosion; lightning; smoke resulting from nish these bonds. such fire, explosion, or lightning; or water; or any combination of any of these causes. 2. The following replaces Paragraph 1.d. of SUPPLEMENTARY PAYMENTS — COVER- The Damage To Premises Rented To You AGES A AND B of SECTION I — COVER- Limit will be: AGES: a. The amount shown for the Damage To d. All reasonable expenses incurred by the Premises Rented To You Limit on the insured at our request to assist us in the Declarations of this Coverage Part; or investigation or defense of the claim or b. $300,000 if no amount is shown for the "suit", including actual loss of earnings up Damage To Premises Rented To You to $500 a day because of time off from Limit on the Declarations of this Coverage work. Part. D. INCIDENTAL MEDICAL MALPRACTICE 4. The following replaces Paragraph a. of the 1. The following is added to the definition of"oc- definition of "insured contract" in the DEFINI- currence" in the DEFINITIONS Section: TIONS Section: "Occurrence" also means an act or omission a. A contract for a lease of premises. How- committed in providing or failing to provide ever, that portion of the contract for a "incidental medical services", first aid or lease of premises that indemnifies any "Good Samaritan services"to a person. person or organization for "premises damage" is not an "insured contract"; 2. The following is added to Paragraph 2.a.(1) of SECTION II—WHO IS AN INSURED: 5. The following is added to the DEFINITIONS Section: Paragraph (1)(d) above does not apply to "bodily injury" arising out of providing or fail- "Premises damage" means "property dam- ing to provide: age" to: (i) "Incidental medical services" by any of a. Any premises while rented to you or tem- your "employees" who is a nurse practi- porarily occupied by you with permission tioner, registered nurse, licensed practical of the owner; or nurse, nurse assistant, emergency medi- b. The contents of any premises while such cal technician or paramedic; or premises is rented to you, if you rent such (ii) First aid or "Good Samaritan services" by premises for a period of seven or fewer consecutive days. any of your "employees" or "volunteer workers", other than an employed or vol- 6. The following replaces Paragraph 4.b.(1)(b) unteer doctor. Any such "employees" or of SECTION IV — COMMERCIAL GENERAL "volunteer workers" providing or failing to LIABILITY CONDITIONS: provide first aid or "Good Samaritan ser- (b) That is insurance for "premises damage"; vices" during their work hours for you will or be deemed to be acting within the scope 7. Paragraph 4.b.(1)(c) of SECTION IV — of their employment by you or performing COMMERCIAL GENERAL LIABILITY CON- duties related to the conduct of your busi- DITIONS is deleted. ness. Page 2 of 6 ©2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 COMMERCIAL GENERAL LIABILITY 3. The following is added to Paragraph 5. of 4. Any organization you newly acquire or form, SECTION III— LIMITS OF INSURANCE: other than a partnership, joint venture or lim- For the purposes of determining the applica- ited liability company, of which you are the ble Each Occurrence Limit, all related acts or sole owner or in which you maintain the ma- omissions committed in providing or failing to jority ownership interest, will qualify as a provide "incidental medical services", first aid Named Insured if there is no other insurance or "Good Samaritan services" to any one per- which provides similar coverage to that Or- son will be deemed to be one 'occurrence". ganization. However: 4. The following exclusion is added to Para- a. Coverage under this provision is afforded graph 2., Exclusions, of SECTION I — COV- only: ERAGES — COVERAGE A BODILY INJURY (1) Until the 180th day after you acquire or AND PROPERTY DAMAGE LIABILITY: form the organization or the end of the Sale Of Pharmaceuticals policy period, whichever is earlier, if you "Bodily injury" or "property damage" arising do not report such organization in writing out of the willful violation of a penal statute or to us within 180 days after you acquire or ordinance relating to the sale of pharmaceuti- form it; or cals committed by, or with the knowledge or (2) Until the end of the policy period, when consent of, the insured. that date is later than 180 days after you 5. The following is added to the DEFINITIONS acquire or form such organization, if you Section: report such organization in writing to us "Incidental medical services" means: within 180 days after you acquire or form a. Medical, surgical, dental, laboratory, x-ray it, and we agree in writing that it will Con- or nursing service or treatment, advice or tinue to be a Named Insured until the end instruction, or the related furnishing of of the policy period; food or beverages; or b. Coverage A does not apply to "bodily injury" b. The furnishing or dispensing of drugs or or "property damage" that occurred before medical, dental, or surgical supplies or you acquired or formed the organization; and appliances. c. Coverage B does not apply to "personal in- "Good Samaritan services" means any emer- jury" or "advertising injury" arising out of an gency medical services for which no compen- offense committed before you acquired or sation is demanded or received. formed the organization. 6. The following is added to Paragraph 4.b., Ex- F. WHO IS AN INSURED — BROADENED NAMED cess Insurance, of SECTION IV — COM- INSURED—UNNAMED SUBSIDIARIES MERCIAL GENERAL LIABILITY CONDI- TIONS: The following is added to SECTION II — WHO IS AN INSURED: The insurance is excess over any valid and collectible other insurance available to the in- Any of your subsidiaries, other than a partnership, sured, whether primary, excess, contingent or joint venture or limited liability company, that is on any other basis, that is available to any of not shown as a Named Insured in the Declara- your "employees" or "volunteer workers" for tions is a Named Insured if you maintain an own- "bodily injury" that arises out of providing or ership interest of more than 50% in such subsidi- failing to provide "incidental medical ser- ary on the first day of the policy period. vices", first aid or "Good Samaritan services" No such subsidiary is an insured for"bodily injury" to any person to the extent not subject to or "property damage" that occurred, or "personal Paragraph 2.a.(1) of Section II — Who Is An injury or advertising injury caused by an of- Insured. fense committed after the date, if any, during the E. WHO IS AN INSURED — NEWLY ACQUIRED policy period, that you no longer maintain an OR FORMED ORGANIZATIONS ownership interest of more than 50% in such sub- The following replaces Paragraph 4. of SECTION sidiary. II—WHO IS AN INSURED: CG D3 16 11 11 ©2011 The Travelers Indemnity Company.All rights reserved. Page 3 of 6 COMMERCIAL GENERAL LIABILITY G. BLANKET ADDITIONAL INSURED — OWNERS H. BLANKET ADDITIONAL INSURED — LESSORS MANAGERS OR LESSORS OF PREMISES OF LEASED EQUIPMENT The following is added to SECTION II — WHO IS The following is added to SECTION II — WHO IS AN INSURED: AN INSURED: Any person or organization that is a premises Any person or organization that is an equipment owner, manager or lessor and that you have lessor and that you have agreed in a written con- agreed in a written contract or agreement to in- tract or agreement to include as an insured on clude as an additional insured on this Coverage this Coverage Part is an insured, but only with re- Part is an insured, but only with respect to liability sect to liability for "bodilyinjury", "property dam- for "bodily injury", "property damage", "personal p y injury"or"advertising injury" that: age", "personal injury" or"advertising injury" that: a. Is "bodily injury" or "property damage" that a. Is "bodily injury" or "property damage" that occurs, or is "personal injury" or "advertising occurs, or is "personal injury" or "advertising injury" caused by an offense that is commit- injury" caused by an offense that is commit- ted, subsequent to the execution of that con- ted, subsequent to the execution of that con- tract or agreement; and tract or agreement; and b. Arises out of the ownership, maintenance or b. Is caused, in whole or in part, by your acts or use of that part of any premises leased to omissions in the maintenance, operation or use of equipment leased to you by such you. equipment lessor. The insurance provided to such premises owner, The insurance provided to such equipment lessor manager or lessor is subject to the following pro- is subject to the following provisions: visions: a. The limits of insurance provided to such a. The limits of insurance provided to such equipment lessor will be the minimum limits premises owner, manager or lessor will be which you agreed to provide in the written the minimum limits which you agreed to pro- contract or agreement, or the limits shown on vide in the written contract or agreement, or the Declarations, whichever are less. the limits shown on the Declarations, which- ever are less. b. The insurance provided to such equipment lessor does not apply to any "bodily injury" or b. The insurance provided to such premises "property damage" that occurs, or "personal owner, manager or lessor does not apply to: injury" or "advertising injury" caused by an of- (1) Any "bodily injury" or "property damage" fense that is committed, after the equipment that occurs, or"personal injury" or"adver- lease expires. tising injury" caused by an offense that is c. The insurance provided to such equipment committed, after you cease to be a tenant lessor is excess over any valid and collectible in that premises; or other insurance available to such equipment (2) Structural alterations, new construction or lessor, whether primary, excess, contingent demolition operations performed by or on or on any other basis, unless you have behalf of such premises owner, lessor or agreed in the written contract or agreement manager. that this insurance must be primary to, or c. The insurance provided to such premises non-contributory with, such other insurance, owner, manager or lessor is excess over any in which case this insurance will be primary valid and collectible other insurance available to, and non-contributory with, such other in- to such premises owner, manager or lessor, surance. whether primary, excess, contingent or on I. BLANKET ADDITIONAL INSURED — STATES any other basis, unless you have agreed in OR POLITICAL SUBDIVISIONS—PERMITS the written contract or agreement that this in- surance must be primary to, or non- The following is added to SECTION II — WHO IS contributory with, such other insurance, in AN INSURED: which case this insurance will be primary to, Any state or political subdivision that has issued a and non-contributory with, such other insur- permit in connection with operations performed by ance. you or on your behalf and that you are required Page 4 of 6 ©2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 COMMERCIAL GENERAL LIABILITY by any ordinance, law or building code to include (ii) A manager of any limited liability as an additional insured on this Coverage Part is company; or an insured, but only with respect to liability for (iii)An executive officer or director of "bodily injury", "property damage", "personal in- any other organization; jury" or "advertising injury" arising out of such op- erations. that is your partner, joint venture member or manager; or The insurance provided to such state or political (b) Any "employee" authorized by such subdivision does not apply to: partnership,p, joint venture, limited li- a. Any "bodily injury," "property damage," "per- ability company or other organization sonal injury" or "advertising injury" arising out to give notice of an "occurrence" or of operations performed for that state or po- offense. litical subdivision; or (3) Notice to us of such "occurrence" or of an b. Any "bodily injury" or "property damage" in- offense will be deemed to be given as cluded in the "products-completed operations soon as practicable if it is given in good hazard". faith as soon as practicable to your work- KNOWLEDGE AND NOTICE OF OCCUR- ers' compensation insurer. This applies RENCE OR OFFENSE only if you subsequently give notice to us The following is added to Paragraph 2., Duties In of the "occurrence" or offense as soon as The Event of Occurrence, Offense, Claim or practicable after any of the persons de- Suit, of SECTION IV — COMMERCIAL GEN- scribed in Paragraphs e. (1) or (2) above ERAL LIABILITY CONDITIONS: discovers that the "occurrence" or offense may result in sums to which the insurance e. The following provisions apply to Paragraph provided under this Coverage Part may a. above, but only for the purposes of the in- surance provided under this Coverage Part to apply. you or any insured listed in Paragraph 1. or 2. However, if this Coverage Part includes an en- of Section II—Who Is An Insured: dorsement that provides limited coverage for "bodily injury" or "property damage" or pollution (1) Notice to us of such "occurrence" or of- costs arising out of a discharge, release or es- fense must be given as soon as practica- cape of "pollutants" which contains a requirement ble only after the "occurrence" or offense that the discharge, release or escape of "pollut- is known by you (if you are an individual), ants" must be reported to us within a specific any of your partners or members who is number of days after its abrupt commencement, an individual (if you are a partnership or this Paragraph e. does not affect that require- joint venture), any of your managers who ment. is an individual (if you are a limited liability K. UNINTENTIONAL OMISSION company), any of your "executive offi- cers" or directors (if you are an organiza- The following is added to Paragraph 6., Repre- tion other than a partnership,joint venture sentations, of SECTION IV — COMMERCIAL or limited liability company) or any "em- GENERAL LIABILITY CONDITIONS: ployee" authorized by you to give notice The unintentional omission of, or unintentional of an "occurrence" or offense. error in, any information provided by you which (2) If you are a partnership, joint venture or we relied upon in issuing this policy will not preju- limited liability company, and none of your dice your rights under this insurance. However, partners, joint venture members or man- this provision does not affect our right to collect agers are individuals, notice to us of such additional premium or to exercise our rights of "occurrence" or offense must be given as cancellation or nonrenewal in accordance with soon as practicable only after the "occur- aDDlicable insurance laws or reaulations. rence" or offense is known by: L. BLANKET WAIVER OF SUBROGATION (a) Any individual who is: The following is added to Paragraph 8., Transfer (i) A partner or member of any part- Of Rights Of Recovery Against Others To Us, nership orjoint venture; of SECTION IV — COMMERCIAL GENERAL LI- ABILITY CONDITIONS: CG D3 16 11 11 ©2011 The Travelers Indemnity Company.All rights reserved. Page 5 of 6 COMMERCIAL GENERAL LIABILITY If the insured has agreed in a contract or agree- 3. "Bodily injury" means bodily injury, mental ment to waive that insured's right of recovery anguish, mental injury, shock, fright, disability, against any person or organization, we waive our humiliation, sickness or disease sustained by right of recovery against such person or organiza- a person, including death resulting from any tion, but only for payments we make because of: of these at any tome. a. "Bodily injury" or "property damage" that oc- N. CONTRACTUAL LIABILITY— RAILROADS curs; or 1. The following replaces Paragraph c. of the b. "Personal injury" or "advertising injury" definition of "insured contract" in the DEFINI- caused by an offense that is committed; TIONS Section: Subsequent to the execution of that contract or c. Any easement or license agreement; agreement. 2. Paragraph f.(1) of the definition of "insured WENDED BODILY INJURY DEFINITION contract" in the DEFINITIONS Section is de- leted. The following replaces the definition of "bodily njury" in the DEFINITIONS Section: Page 6 of 6 ©2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 Haas-Anderson Construction, Ltd. The Charter Oak Fire Insurance Co POLICY NUMBER: C04D398656 ISSUE DATE: 09/01/2016 09/01/2017 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED ENTITY - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE CANCELLATION: Number of Days Notice of Cancellation: _30 PERSON OR ORGANIZATION: Any person or organization for whom the named insured has agreed by written contract to furnish this endorsement. ADDRESS: PROVISIONS: If we cancel this policy for any statutorily permitted above. We will mail such notice to the address shown reason other than nonpayment of premium, and a in the schedule above at least the number of days number of days is shown for cancellation in the shown for cancellation in the schedule above before schedule above, we will mail notice of cancellation to the effective date of cancellation. the person or organization shown in the schedule IL T4 05 03 11 ©2011 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 Haas-Anderson Construction, Ltd. Travelers Property Casualty Co of America COMMERCIAL AUTO Policy #BA3D892937 09/01/2016-09/01/2017 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE -This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE - LOSS OF B. BLANKET ADDITIONAL INSURED USE- INCREASED LIMIT C. EMPLOYEE HIRED AUTO I. PHYSICAL DAMAGE - TRANSPORTATION EXPENSES- INCREASED LIMIT D. EMPLOYEES AS INSURED J. PERSONAL PROPERTY E. SUPPLEMENTARY PAYMENTS - INCREASED K. AIRBAGS LIMITS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR F. HIRED AUTO - LIMITED WORLDWIDE COV- LOSS ERAGE- INDEMNITY BASIS M. BLANKET WAIVER OF SUBROGATION G. WAIVER OF DEDUCTIBLE-GLASS N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS A. BROAD FORM NAMED INSURED this insurance applies and only to the extent that The following is added to Paragraph A.1., Who Is person or organization qualifies as an "insured" An Insured, of SECTION II -COVERED AUTOS under the Who Is An Insured provision contained LIABILITY COVERAGE: in Section II. Any organization you newly acquire or form dur- C. EMPLOYEE HIRED AUTO ing the policy period over which you maintain 1. The following is added to Paragraph A.1., 50% or more ownership interest and that is not Who Is An Insured, of SECTION II - COV- separately insured for Business Auto Coverage. ERED AUTOS LIABILITY COVERAGE: Coverage under this provision is afforded only un- An "employee" of yours is an "insured" while til the 180th day after you acquire or form the or- operating an "auto" hired or rented under a ganization or the end of the policy period, which- contract or agreement in an "employee's" ever is earlier. name, with your permission, while performing duties related to the conduct of your busi- B. BLANKET ADDITIONAL INSURED ness. The following is added to Paragraph c. in A.1., 2. The following replaces Paragraph b. in B.5., Who Is An Insured, of SECTION II - COVERED Other Insurance, of SECTION IV - BUSI- AUTOS LIABILITY COVERAGE: NESS AUTO CONDITIONS: Any person or organization who is required under b. For Hired Auto Physical Damage Cover- a written contract or agreement between you and age, the following are deemed to be cov- that person or organization, that is signed and ered "autos" you own: executed by you before the "bodily injury" or (1) Any covered "auto" you lease, hire, "property damage" occurs and that is in effect rent or borrow; and during the policy period, to be named as an addi- (2) Any covered "auto" hired or rented by tional insured is an "insured" for Covered Autos your "employee" under a contract in Liability Coverage, but only for damages to which an "employee's" name, with your CA T3 53 02 15 ©2015 The Travelers Indemnity Company.All rights reserved. Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc.with its permission. COMMERCIAL AUTO permission, while performing duties (a) With respect to any claim made or "suit" related to the conduct of your busi- brought outside the United States of ness. America, the territories and possessions However, any "auto" that is leased, hired, of the United States of America, Puerto rented or borrowed with a driver is not a Rico and Canada: covered "auto". (i) You must arrange to defend the "in- D. EMPLOYEES AS INSURED sured" against, and investigate or set- tle any such claim or "suit" and keep The following is added to Paragraph A.1., Who Is us advised of all proceedings and ac- An Insured, of SECTION II —COVERED AUTOS tions. LIABILITY COVERAGE: (ii) Neither you nor any other involved Any "employee" of yours is an "insured" while us- "insured" will make any settlement ing a covered "auto" you don't own, hire or borrow without our consent. in your business or your personal affairs. E. SUPPLEMENTARY PAYMENTS — INCREASED (iii) in may, at our discretion, participate LIMITS in defending the "insured" against, or in the settlement of, any claim or 1. The following replaces Paragraph A.2.a.(2), "suit". of SECTION II — COVERED AUTOS LIABIL- (iv) We will reimburse the "insured" for ITY COVERAGE: sums that the "insured" legally must (2) Up to $3,000 for cost of bail bonds (in- pay as damages because of "bodily cluding bonds for related traffic law viola- injury" or "property damage" to which tions) required because of an "accident" this insurance applies, that the "in- we cover. We do not have to furnish sured" pays with our consent, but these bonds. only up to the limit described in Para- 2. The following replaces Paragraph A.2.a.(4), graph C., Limits Of Insurance, of of SECTION II — COVERED AUTOS LIABIL- SECTION II — COVERED AUTOS ITY COVERAGE: LIABILITY COVERAGE. (4) All reasonable expenses incurred by the (v) We will reimburse the "insured" for "insured" at our request, including actual the reasonable expenses incurred loss of earnings up to $500 a day be- with our consent for your investiga- cause of time off from work. tion of such claims and your defense of the "insured" against any such F. HIRED AUTO — LIMITED WORLDWIDE COV- "suit", but only up to and included ERAGE— INDEMNITY BASIS within the limit described in Para- The following replaces Subparagraph (5) in Para- graph C., Limits Of Insurance, of graph B.7., Policy Period, Coverage Territory, SECTION II — COVERED AUTOS of SECTION IV — BUSINESS AUTO CONDI- LIABILITY COVERAGE, and not in TIONS: addition to such limit. Our duty to (5) Anywhere in the world, except any country or make such payments ends when we jurisdiction while any trade sanction, em- have used up the applicable limit of bargo, or similar regulation imposed by the insurance in payments for damages, United States of America applies to and pro- settlements or defense expenses. hibits the transaction of business with or (b) This insurance is excess over any valid within such country or jurisdiction, for Cov- and collectible other insurance available ered Autos Liability Coverage for any covered to the "insured" whether primary, excess, "auto" that you lease, hire, rent or borrow contingent or on any other basis. without a driver for a period of 30 days or less (c) This insurance is not a substitute for re- and that is not an "auto" you lease, hire, rent quired or compulsory insurance in any or borrow from any of your "employees", country outside the United States, its ter- partners (if you are a partnership), members ritories and possessions, Puerto Rico and (if you are a limited liability company) or Canada. members of their households. Page 2 of 4 ©2015 The Travelers Indemnity Company.All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc.with its permission. COMMERCIAL AUTO You agree to maintain all required or (2) In or on your covered "auto". compulsory insurance in any such coun- This coverage applies only in the event of a total try up to the minimum limits required by theft of your covered "auto". local law. Your failure to comply with No deductibles apply to this Personal Property compulsory insurance requirements will not invalidate the coverage afforded by coverage. this policy, but we will only be liable to the K. AIRBAGS same extent we would have been liable The following is added to Paragraph B.3., Exclu- had you complied with the compulsory in- sions, of SECTION III — PHYSICAL DAMAGE surance requirements. COVERAGE: (d) It is understood that we are not an admit- Exclusion 3.a. does not apply to "loss" to one or ted or authorized insurer outside the more airbags in a covered "auto" you own that in- United States of America, its territories flate due to a cause other than a cause of "loss" and possessions, Puerto Rico and Can- set forth in Paragraphs A.1.b. and A.1.c., but ada. We assume no responsibility for the only: furnishing of certificates of insurance, or a. If that "auto" is a covered "auto" for Compre- for compliance in any way with the laws hensive Coverage under this policy; of other countries relating to insurance. b. The airbags are not covered under any war- G. WAIVER OF DEDUCTIBLE—GLASS ranty; and The following is added to Paragraph D., Deducti- c. The airbags were not intentionally inflated. ble, of SECTION III — PHYSICAL DAMAGE We will pay up to a maximum of $1,000 for any COVERAGE: one "loss". No deductible for a covered "auto" will apply to L. NOTICE AND KNOWLEDGE OF ACCIDENT OR glass damage if the glass is repaired rather than LOSS replaced. The following is added to Paragraph A.2.a., of H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF SECTION IV— BUSINESS AUTO CONDITIONS: USE— INCREASED LIMIT Your duty to give us or our authorized representa- The following replaces the last sentence of Para- tive prompt notice of the "accident" or "loss" ap- graph AA.b., Loss Of Use Expenses, of SEC- plies only when the "accident" or "loss" is known TION III— PHYSICAL DAMAGE COVERAGE: to: However, the most we will pay for any expenses (a) You (if you are an individual); for loss of use is $65 per day, to a maximum of (b) A partner(if you are a partnership); $750 for any one "accident". (c) A member (if you are a limited liability com- I. PHYSICAL DAMAGE — TRANSPORTATION pany); EXPENSES— INCREASED LIMIT (d) An executive officer, director or insurance The following replaces the first sentence in Para- manager (if you are a corporation or other or- graph A.4.a., Transportation Expenses, of ganization); or SECTION III — PHYSICAL DAMAGE COVER- (e) Any "employee" authorized by you to give no- AGE: f i,@ of the "accidOAt" GIP"10552 We will pay up to $50 per day to a maximum of M. BLANKET WAIVER OF SUBROGATION $1,500 for temporary transportation expense in- The following replaces Paragraph A.5., Transfer curred by you because of the total theft of a cov- Of Rights Of Recovery Against Others To Us, ered "auto" of the private passenger type. of SECTION IV — BUSINESS AUTO CONDI- J. PERSONAL PROPERTY TIONS: The following is added to Paragraph A.4., Cover- 5. Transfer Of Rights Of Recovery Against age Extensions, of SECTION III — PHYSICAL Others To Us DAMAGE COVERAGE: We waive any right of recovery we may have Personal Property against any person or organization to the ex- We will a u to $400 for "loss" to wearing a tent required of you by a written contract pay p 9 p- signed and executed prior to any "accident" parel and other personal property which is: or"loss", provided that the "accident" or"loss" (1) Owned by an "insured"; and arises out of operations contemplated by CA T3 53 02 15 ©2015 The Travelers Indemnity Company.All rights reserved. Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc.with its permission. COMMERCIAL AUTO such contract. The waiver applies only to the The unintentional omission of, or unintentional person or organization designated in such error in, any information given by you shall not contract. prejudice your rights under this insurance. How- N. UNINTENTIONAL ERRORS OR OMISSIONS ever this provision does not affect our right to col- -he following is added to Paragraph B.2., Con- lect additional premium or exercise our right of ealment, Misrepresentation, Or Fraud, of cancellation or non-renewal. ECTION IV— BUSINESS AUTO CONDITIONS: Page 4 of 4 ©2015 The Travelers Indemnity Company.All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc.with its permission. Haas-Anderson Construction, Ltd. Travelers Property Casualty Co of America POLICY NUMBER: BA3D892937 ISSUE DATE: 09/01/2016 09/01/2017 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED ENTITY - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE CANCELLATION: Number of Days Notice of Cancellation: _ 30 PERSON OR ORGANIZATION: Any person or organization for whom the named insured has agreed by written contract to furnish this endorsement. ADDRESS: PROVISIONS: If we cancel this policy for any statutorily permitted above. We will mail such notice to the address shown reason other than nonpayment of premium, and a in the schedule above at least the number of days number of days is shown for cancellation in the shown for cancellation in the schedule above before schedule above, we will mail notice of cancellation to the effective date of cancellation. the person or organization shown in the schedule IL T4 05 03 11 ©2011 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 Haas-Anderson Construction, Ltd. Travelers Property Casualty Co Of America COMMERCIAL AUTO POLICY NUMBER: BA3D892937 ISSUE DATE:09_01 _2016 09-01-2017 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COVERAGE FOR CERTAIN OPERATIONS IN CONNECTION WITH RAILROADS s endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIERS COVERAGE FORM h respect to coverage provided under this endorsement, the provisions of the Coverage Form apply unless dified by the endorsement. SCHEDULE Scheduled Railroad Designated Job Site Any railroad where required by written contract. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. With respect to the use of a covered "auto" in operations for or affecting a railroad designated in the Schedule at a Designated Job Site, the two exceptions contained in the definition of"insured contract" relating to construction or demolition operations performed within 50 feet of a railroad do not apply. CA 20 70 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 WORKERS COMPENSATION Haas-Anderson Construction, Ltd. AND The Phoenix Insurance Company EMPLOYERS LIABILITY POLICY ENDORSEMENT WC 42 03 04 ( B) POLICY NUMBER: UB4D402822 TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ❑ Specific Waiver Name of person or organization ❑x Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premium: The premium charge for this endorsement shall be 2 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Per schedule This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 09/01/2016 Policy No. UB4D402822 Endorsement No. Insured Haas-Anderson Construction, Ltd. Premium Insurance Company Countersigned by The Phoenix Insurance Co. DATE OF ISSUE: 09/01/2016 ST ASSIGN: Page 1 of 1 ©Copyright 2014 National Council on Compensation Insurance, Inc.All Rights Reserved. Haas-Anderson Construction, Ltd. The Phoenix Insurance Company A01TRAVELER ` WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY ENDORSEMENT WC 42 06 01 (00) — POLICY NUMBER: UB4Do2822 TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule, The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE 1. NUMBER OF DAYS ADVANCE NOTICE: 30 (or**} 2. NOTICE WILL BE MAILED TO: Any person or organization to whom you have agreed in a written contract that notice of cancellation or material limitations to this policy will be given, but only if (1) You send us written request to provide such notice, including the name and address of such person/organization, after the first named insured receives notice from us; and (2) We receive such written request at least 14 days before the beginning of the applicable number of days shown in the schedule. This endorsement does not apply when the reason for cancellation is non-payment of premium. *" Number of days Notice specified in the Certificate of Insurance to all holders of such certificates. DATE OF ISSUE: 0 9..01_2 016 ST ASSIGN: 006116 PAYMENT BOND BOND NO. 106512379 Contractor as Principal Surety Name: Haas-Anderson Construction, Ltd. Name:Travelers Casualty and Surety Company of America Mailing address(principal place of business): Mailing address(principal place of business): P.O.Box 7692 9601 McAllister Freeway, Suite 700 Corpus Christi,TX 78467 San Antonio, TX 78216 Physical address(principal place of business): Owner 9601 McAllister Freeway, Suite 700 Name: City of Corpus Christi,Texas San Antonio, TX 78216 Mailing address(principal place of business): Engineering Services Surety is a corporation organized and existing 1201 Leopard Street under the laws of the state of: Connecticut Corpus Christi,Texas 78469 By submitting this Bond,Surety affirms its authority to do business in the State of Texas and Contract its license to execute bonds in the State of Texas. Project name and number: Telephone(main number): E15109 Ennis Joslin Road Extension Holly Road to 210-525-3963 Willams Drive(Bond 2014) Telephone(for notice of claim): 210-525-3963 Local Agent for Surety Name: Keetch &Associates Award Date of the Contract: March 21,2017 Address: P.O. Box 3280 Contract Price: $4,683,389.20 Corpus Christi, TX 78463-3280 Bond Telephone: 361-883-3803 Email Address: afoley@keetchins.com Date of Bond: March 22, 2017 The address of the surety company to which any (Date of Bond cannot be earlier than Award Date notice of claim should be sent may be obtained of Contract) from the Texas Dept. of Insurance by calling the following toll-free number 1-800-252-3439 Payment Bond Form 00 6116-1 E15109 Ennisloslin Rd Extension Holly Rd to Williams Dr Bond 2014 7-8-2014 Surety and Contractor, intending to be legally bound and obligated to Owner do each cause this Payment Sand to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns,jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal pays all claimants providing labor or materials to him or to a Subcontractor in the prosecution of the Work required by the Contract then this obligation shall be null and void,otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the some extent as if it were copied at length herein. Ven ue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Princ' al Surety 4 Signature: �r r' Signature: L'"''�'�� �? Name; Name: Annie Foley Title: " . •.. '• �.�.► .Ak,. �s4A��e,.�...a a�^ Title: Attorney-in-Fact Email Acw—e§sat t;aoner Email Address: afoley@keetchins.com 4.v- (Attach Power of Attorney and plate surety seal below) t END OF SECTION Payment Bond Form 006116-2 E15109 Ennis Joslin Rd Extension Holly Rd to Williams Dr Bond 2014 7-8-2014 �i STPAUL �i TRAVELERS IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Travelers Casualty & Surety Company of America, Travelers Casualty & Surety Company, Travelers Indemnity Company, Standard Fire Insurance Company and/or Farmington Casualty Company for information or to make a complaint at: Travelers Bond Attn: Claims 1500 Market Street West Tower, Suite 2900 Philadelphia, PA 19102 (267) 675-3057 (267) 675-3102 Fax You may contact the Texas Department of Insurance to obtain the information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253-021, Government Code, and Section 53.202, Property Code, effective September 1, 2001. WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE REL]BORDER ,=kk POWER OF ATTORNEY TRAVELERSFarmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casually and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company orAmerica St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 230830 007006857 Certificate No. 0 KNOW ALL MEN BY THESE PRESENTS: Than Farmington Casualty Company, St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America.and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters.Inc.,is it corporation duly organized render the laws of(lie State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Betty J.Baxter,Kevin G. Keetch.Lonna Pokrant.Annic Foley,and Vickie Trbula of the City of C'otrpu l+hris,i .State of Texas their true and lawful Attorneys)-in-Fact. each in their separate capacity^if more than one is named above,to sign,execute,seal and acknowledge any and ail bonds.recognizances•conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 6th day of October , 2016 Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company G ,f1 ,. , 6 yGw P f ..kfL 4JPY IM SVq�.k o�yq"�yry}rS'cUrGT�U,en dyTg,9y�9n P �95AfTrQ�a ati"fd4w0.rt�.ct`4 Lei. 1ff�tlt,O5SSp4E M A'"A�"LVffr v�`..Y�S°j"p:r$•�..O+te,JRL:aLr,\f?:y'�3 i T4fP y,TT 1h0 noR70m,v; CONN. "•+J At't�0` State of Connecticut By; City of Hartford ss. Robcn L.Rants.Senior Vice President On this the 6th day of October 2016,before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company. Fidelityand Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company.Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company.and that he,as such.being authorized so to do.executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporatinns by himself as it duly authorized officer. G ET In Witness Whereof,I hereunto set my hand and official se.]. My Commission expires the 30th day of June.2021. it �0L'BLIL * N1:;rig C.Tctreauh.Notary Public 58440-5-16 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING.THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc.,St. Paul Fire and Marine Insurance Company.St. Paul Guardian Insurance Company,St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company.which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice Pre.sidcnt,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her,and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President.the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly anested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following,officers President,any Executive Vice President,any Senior Vice President,any Vice President. any Assistant Vice President,any Secretary,any Assistant Secretary,and the sea]of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Anorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached, 1,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company.Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc..St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company.Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 11� day of /-f �i�`L ZN _ 20 Kevin E.Hughes,Assistant Secaeiary �I•SUA Yom' (1/I` iSaE 4 �% �H.t• Cp 6 E 9 8 2f��tLtp �`rV'�`,e'`���.�_•"r�G ���Rr�dr[7 rT�+�}, .. Y a'�Qa1:6.'t\.:,�SRrEG.0.R.1.1.AI.,.UYCly�'y:icA h"i t'a64!J',cPp,i:p.—PI..O�_ i J1WamTtTY IFA6A,gb Rq Em"', .�.Rw3HL7CONN. Q+ V1"8y Y9A5� 0 To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersboiid.coni.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 006113 PERFORMANCE BOND BOND NO. 106512379 Contractor as Principal Surety Name: Haas-Anderson Construction, Ltd. Name: Travelers Casualty and Surety Company of P merica Mailing address(principal place of business): Mailing address(principal place of business): P.O.Box 7692 9601 McAllister Freeway, Suite 700 Corpus Christi,TX 78467 San Antonio, TX 78216 Physical address(principal place of business): Owner 9601 McAllister Freeway, Suite 700 Name: City of Corpus Christi,Texas San Antonio, TX 78216 Mailing address(principal place of business): Engineering Services Surety is a corporation organized and existing 1201 Leopard Street under the laws of the state of: Connecticut Corpus Christi,Texas 78469 By submitting this Bond,Surety affirms its authority to do business in the State of Texas and Contract its license to execute bonds in the State of Texas. Project name and number: Telephone(main number): E15109 Ennis Joslin Road Extension Holly Road to 210-525-3963 Williams Drive(Bond 2014) Telephone(for notice of claim): 210-525-3963 Local Agent for Surety Name: Keetch&Associates Award Date of the Contract: March 21,2017 Address: P.O. Box 3280 Contract Price: $4,683,389.20 Corpus Christi,TX 78463-3280 Telephone: 361-883-3803 Bond Email Address: afoley@keetchins.com Date of Bond: March 22, 2017 The address of the surety company to which any notice of claim should be sent may be obtained (Date of Bond cannot be earlier than Award Date from the Texas Dept.of Insurance by calling the of the Contract) following toll-free number 1-800-252-3439 Performance Bond 00 6113-1 E15109 Ennis Joslin Rd Extension Holly Rd to Williams Dr Bond 2014 7-8-2014 Surety and Contractor,intending to be legally bound and obligated to Owner do each cause this Performance Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns,jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal faithfully performs the Work required by the Contract then this obligation shall be null and void;.otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the some extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Principal Surety lr�� Signature: V-vt'�� _ Signature; 7 Name: l),l, J //-etc Name: Annie Foley Title: r Title: Attorney-in-Fact Email Adder 'af Partner Email Address: afoley@keetchins.com (Attach Power of Attorney and place surety seal below) 1 END OF SECTION Performance Bond 006113 -2 E15109 EnnisJoslin Rd Extension Holly Rd to Williams Dr Bond 2014 7-8-2014 STPAUL TRAVELERS IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Travelers Casualty & Surety Company of America, Travelers Casualty & Surety Company, Travelers Indemnity Company, Standard Fire Insurance Company and/or Farmington Casualty Company for information or to make a complaint at: Travelers Bond Attn: Claims 1500 Market Street West Tower, Suite 2900 Philadelphia, PA 19102 (267) 675-3057 (267) 675-3102 Fax You may contact the Texas Department of Insurance to obtain the information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253-021, Government Code, and Section 53.202, Property Code, effective September 1, 2001. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER AW POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company SL Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company or America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. Certificate No.O 0 7 V 0 6 8 5 7 2308501 V V I KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Patti Fire and Marine Insurance Company, St. Paul Guardian Insurance Company,St.Paul Mercury Insurance Company.Travelers Casualty and Surety Company.Travelers Casualty and Surety Company of America,and United Siatcs Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut. that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters.Inc..is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies'),and that the Companies do hereby make,constitute and appoint Betty J. Baxter.Kevin G. Keetch.Lonna Pokrant.Annie Foley,and Vickie Trbllla of the City of Cnmtic Christ! .State of Texts their true and lawful Attorneys)-in-Fact• cacti in their separate capacity if more than one is named above.to sign,execute,sea]and acknowledge any and all bonds,recognizance,-,.conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 6th day of October 2416 _ Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc, Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company CASV.�< `S1R!a�i �hX iNSL �IN5VA k h TY ahps SLq .rt'r I••_ ? r O: q J4 9y y>� G ��/�'`[�14{� y4�''GG��,�l.••`VV cA°'�4fi� r' � �Yt0APoR4PFb ;,ty`-' aI=�AVOk.y��n W`G90.PDA4lf 1 w!1"^'••wW Pl a r HAATF(SRO, � Iii4tFOF;J„ II � � . 3 ➢ �9T/ f�J�j x �:.SEAL.'oi '•.SSA&:a' cpyK q { www t2 1898 State of Connecticut :I3Y City of Hartford ss. Rohen I-Raney.Senior Vice President On this the 6th day of October 2416.before toe personally appeared Robert L.Raney,who acknowledged himself to he the Senior Vice President of Farmington Casualty Company. Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Pau) Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company.Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company.and that be.as such.being authorized so to do.executed the foregoing instrument for the purposes therein contained by signing on behalf of(lie corporations by himself as a duly authorized officer. Cog, In Witness Whereof,I hereunto set my band and official seal. W ItMy Commission expires the 30th day of lune,2021. Marie C.Tetreault.Notary Public �'�� 58440.5-16 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,Sl. Paul Fire and Marine Insurance Company,St. Paul Guardian Insurance Company,St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appoinice such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her:and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary:and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and settled with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(tinder seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents.Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Cotnpany,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attomey executed by said Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF.I have hereunto set my hand and affixed the seals of said Companies this }" day of /-� �`L 24 Kevin E.Hughes,Assistant Sect Lary GuAv5oU.4�� ._54RE 6 `y,N ik`�G IN54y 1"TY 40",L �Sll u1-�,ryN• .t. BG �{y" 1982'o ' 19�� MrQRPtFhttD -�,.� oaran4te tw ePp904gr�:n: . NRNfFORD. $�hLa tHATFUtYt µ ° NN. CON l g r 1898 } ,�p ;� COo ti p� �y• ��+ k S�rA c� d.......�a d Ha yEE y�y�Mj] To verify the authenticity of this Power of Attorney,call 1-800-421-3884 or contact its at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER