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Contract 43637
CITY SECRETARY � D.O.E. FILE • 1 ' � � CONTRACTOR'S_ BONDING CO. f.QjWoI3 CONSTRUCTION'S COPY CLIENT DEPARTMENT �C%1Y SECRAAY L CONI A PROJECT MANUAL FOR THE CONSTRUCTION OF 2008 CIP CONTRACT 5C HATCHER STREET & RICHARDSON STREET City Project No. 01233 Betsy Price Tom Higgins Mayor Interim City Manager S. Frank Crumb, P.E. Director, Water Department Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department pFFIC1AL. RECORD Fri y CITY SECRETARY ECR 2012 PREPARED BY: STV, Inc. 7557 Rambler Rd. Suite 1050 Dallas, Texas 75231 Firm Registration No. 204 OF \*4°(' EINY c -- NN+N•+..a.••ol 66012' /Aidymod i;- 4 2�12 Lo 09-26-12 I'US:03 IN 1 SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Division 00 - General Conditions 5 00 05 10 Mayor and Council Communication 6 00 05 15 Addenda 7 00 I 1 13 Invitation to Bidders 8 00 21 13 Instructions to Bidders 9 00 35 13 Conflict of Interest Affidavit 10 00 41 00 Bid Form 11 00 42 43 Proposal Form Unit Price 12 00 43 13 Bid Bond 13 00 43 37 Vendor Compliance to State Law Nonresident Bidder 14 00 45 11 Bidders Prequalifications 15 00 45 12 Prequalification Statement 16 00 45 13 Bidder Prequalification Application 17 00 45 26 Contractor Compliance with Workers' Compensation Law 18 00 45 39 Minority and Women Business Enterprise Goal 19 00 52 43 Agreement 20 00 61 13 Performance Bond 21 00 61 14 Payment Bond 22 00 61 19 Maintenance Bond 23 00 61 25 Certificate of Insurance 24 00 72 00 General Conditions 25 00 73 00 Supplementary Conditions 26 27 Division 01- General Requirements 28 01 1100 Summary of Work 29 01 25 00 Substitution Procedures 30 01 31 19 Preconstruction Meeting 31 01 31 20 Project Meetings 32 01 32 16 Construction Progress Schedule 33 01 32 33 Preconstruction Video 34 01 33 00 Submittals 35 01 35 13 Special Project Procedures 36 01 45 23 Testing and Inspection Services 37 01 50 00 Temporary Facilities and Controls 38 01 55 26 Street Use Permit and Modifications to Traffic Control 39 01 57 13 Storm Water Pollution Prevention Plan 40 01 58 13 Temporary Project Signage 41 01 60 00 Product Requirements 42 01 66 00 Product Storage and Handling Requirements 43 01 71 23 Construction Staking 44 01 74 23 Cleaning 45 01 77 19 Closeout Requirements 46 01 78 23 Operation and Maintenance Data 47 01 78 39 Project Record Documents 48 49 CITY 01' FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 000000-1 TABLE OF CONTENTS Page I of3 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 000000-2 TABLE OF CONTENTS Page 2 of 3 I Division 02 - Existing Conditions 2 02 41 13 Selective Site Demolition 3 02 41 14 Utility Removal/Abandonment 4 02 41 15 Paving Removal 5 6 Division 03 - Concrete 7 03 30 00 Cast -In -Place Concrete 8 03 34 13 Controlled Low Strength Material (CLSM) 9 03 34 16 Concrete Base Material for Trench Repair 10 03 80 00 Modifications to Existing Concrete Structures 11 12 Division 31 - Earthwork 13 31 10 00 Site Clearing 14 31 23 16 Unclassified Excavation 15 31 25 00 Erosion and Sediment Control 16 17 Division 32 - Exterior Improvements 18 32 01 17 Permanent Asphalt Paving Repair 19 32 01 18 Temporary Asphalt Paving Repair 20 32 01 29 Concrete Paving Repair 21 32 11 29 Lime Treated Base Courses 22 32 13 13 Concrete Paving 23 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 24 32 13 73 Concrete Paving Joint Sealants 25 32 16 13 Concrete Curb and Gutters and Valley Gutters 26 32 91 19 Topsoil Placement and Finishing of Parkways 27 32 92 13 Hydro -Mulching, Seeding, and Sodding 28 32 93 43 Trees and Shrubs 29 30 Division 33 - Utilities 31 33 01 30 Sewer and Manhole Testing 32 33 01 31 Closed Circuit Television (CCTV) Inspection 33 33 04 30 Temporary Water Services 34 33 04 40 Cleaning and Acceptance Testing of Water Mains 35 33 05 10 Utility Trench Excavation, Embedment, and Backfill 36 33 05 13 Frame, Cover and Grade Rings 37 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 38 33 05 26 Utility Markers/Locators 39 33 05 30 Exploratory Excavation for Existing Utilities 40 33 1112 Polyvinyl Chloride (PVC) Pressure Pipe 41 33 12 10 Water Services I -inch to 2-inch 42 33 12 20 Resilient Seated Gate Valve 43 33 12 25 Connection to Existing Water Mains 44 33 12 40 Dry -Barrel Fire Hydrants 45 33 31 15 HDPE Pipe For Sanitary Sewers (Gravity and Force Mains) 46 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 47 33 31 50 Sanitary Sewer Service Connections and Service Line 48 33 39 10 Cast -in -Place Concrete Manholes 49 33 39 20 Precast Concrete Manholes 50 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts ow OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 2008 CIP Contract 5C Hatcher Strut & Richardson Street City Project No. 01233 I 33 46 00 2 33 49 20 3 4 Division 34 - 5 34 71 13 6 7 Appendix 8 GC-4.01 9 GC-4.02 10 GC-4.04 I GC-6.06.D 12 GC-6.07 13 GR-01 60 00 14 15 Sub drainage Curb and Drop Inlets Transportation Traffic Control Availability of Lands Subsurface and Physical Conditions Underground Facilities Minority and Women Owned Business Enterprise Compliance Wage Rates Product Requirements END OF SECTION crry OF FORT WOR"TtI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 000000-3 TABLE OF CONTENTS Page 3 of 3 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 00 05 10 - 1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 1 of 1 SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION (M&C) 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with the approved 7 Mc&C for the award of the project. 4I&C inserl shall be on blue paper] 8 9 10 11 12 13 14 15 16 17 13 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 M&C Review Page 1 of 3 OUNCIL AGENDA Official site of the City of Poet \Nofth, l exas Fow'Woxnl COUNCIL ACTION: Approved on 8121/2012 - Ordinance Nos. 20333-08-2012 and 20334-08-2012 DATE: 8/21/2012 REFERENCE NO.: **C-25790 LOG NAME: 202008CIP CONTRACT 5C - AWARDM&C CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Authorize Execution of a Contract with McClendon Construction Co., Inc., in the Amount of $484,446.00 for Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Hatcher Street and Richardson Street and Adopt Appropriation Ordinances (COUNCIL DISTRICT 5) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $229,992.00 from the Water and Sewer Fund in the amounts of $122,136.00 to the Water Capital Projects Fund and $107,856.00 to the Sewer Capital Projects Fund; 2. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $122,136.00 and the Sewer Capital Projects Fund in the amount of $107,856.00 from available funds; and 3. Authorize the execution of a contract with McClendon Construction Co., Inc., in the amount of $484,446.00 for pavement reconstruction, water and sanitary sewer main replacement for the streets listed below. DISCUSSION: As a part of the 2008 Capital Improvement Program for Neighborhood Streets by utilizing $355,160.00 from the 2008 Capital Improvement Program Fund and $229,992.00 from the Water and Sewer Capital Projects Funds to Provide for Construction Contract Costs, Contingencies and Construction Services for a Project Total of $585,152.00, the following streets will be completely reconstructed: Contract 5C — COUNCIL DISTRICT 5: Hatcher Street East Berry Street to Forbes Street Richardson Street South Hughes Avenue to South Edgewood Terrace In addition to pavement reconstruction, deteriorated water and sewer lines are to be replaced as specified by the Water Department. The new pavement section will consist of seven-inch reinforced concrete over six-inch lime stabilized sub -grade with seven-inch integral concrete curb. Concrete sidewalks and driveways are included with the pavement construction. http://apps.cfwnet.org/council_packet/mc_review.asp?ID=1... 8/21/2012 M&C Review Page 2 of 3 The contract was advertised for bid on April 5, 2012 and April 12, 2012, in the Fort Worth Star - Telegram. On May 10, 2012 the following bids were received: McClendon Construction Co., Inc. Stabile & Winn, Inc. JLB Contracting, LLC Bid Amount $484,446.00 $507,890.00 $518,351.72 Time of Completion 220 Calendar Days Staff recommends that the low bid in the amount of $484,446.00 submitted by McClendon Construction Co., Inc., be selected and a contract awarded. In addition,$100,706.00 will be utilized for contingencies and construction services including surveying, material testing and construction inspection. McClendon Construction Co., Inc. is in compliance with the City's M/WBE Ordinance by committing to 13 percent M/WBE participation and documenting good faith effort on this combined project. The City's M/WBE goal on this combined project is 22 percent. This project is located in COUNCIL DISTRICT 5, Mapsco 79S. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Street Improvements 2008 Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund and the Sewer Capital Projects Fund. TO Fund/Account/Centers 1&2) P253 476045 6051701233ZZ 1 &2) P258 476045 7051701233ZZ 2)P253 531350 2) P253 531350 2) P253 541200 2) P253 531200 2) P253 531350 2) P253 2) P253 2) P258 2) P258 2) P258 2) P258 2) P258 2) P258 2) P258 531350 531350 531350 531350 541200 531200 531350 531350 531350 605170123352 605170123380 605170123383 605170123384 605170123384 605170123385 605170123391 705170123352 705170123380 705170123383 705170123384 705170123384 705170123385 705170123391 $122,136.00 $107,856.00 $1,100.00 $440.00 $115,958.00 $1,100.00 $400.00 $2,929.00 $209.00 $1, 814.00 $907.00 $96,696.00 $1,886.00 $907.00 $5,283.00 $363.00 Submitted for City Manager's Office by: Originating Department Head: FROM Fund/Account/Centers 1) PE45 538040 0609020 1) PE45 538040 0709020 3) P253 541200 605170123383 3) P258 541200 705170123383 3)C204 541200 205400123383 Fernando Costa (6122) Douglas W. Wiersig (7801) $122,136.00 $107 856.00 $109,958.00 $90 696.00 $283,792.00 http://apps.cfwnet.org/council_packet/mc_review.asp?ID=1... 8/21/2012 M&C Review Page 3 of 3 Additional Information Contact: Fred Ehia (8424) ATTACHMENTS 202008CIP CONTRACT 5C - AWARDM&C P253 AO12.doc 202008CIP CONTRACT 5C - AWARDMC P258 AO12.doc 202008CIP CONTRACT 5C-AWARDMC MAP .pdf http://apps.cfwnet.org/council_packet/mc_review.asp?ID=1... 8/21/2012 CITY OF FORT \VORTFI TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 2008 CIP MEIGHBORHOOD STREETS PAVING, DRAINAGE, WATER LINE AND SANITARY SEWER LINE IMPROVEMENTS FOR HATCHER STREET (E. BERRY STREET TO FORBES STREET) RICHARDSON STREET (S. FIUGHES AVE. TO S.EDGEWOOD TERR.) D.O.E. 6142 CITY PROJECT NO. 01233 RELEASE DATE: April 30 ,2012 BIDS RECEIVED: May 3, 2012 INFORMATION TO BIDDERS: The Contract Documents for the above mentioned project are revised and amended as follows: CONSTRUCTION DOCUMENTS (SPECIFICATIONS): 4.2 - Bid Proposal: A- THE FOLLOWING BID ITEMS IN PROPOSAL FOR PAVING SECTION ARE CHANGED AS FOLLOWS: 1. BID ITEM NO. 15 (GRAVEL DRIVEWAY) 85 S.F. 2. REMOVE BID (JOINT SEALANT) IN ITS ENTIRELY NO COST, (THIS ITEM will be SUBSIDIARY TO PAVEMENT ITEM. 3. BID ITEM (7" CONCRETE CURB), REMOVE THE GUTTER FROM THE BID ITEM. 4. BID ITEM, MANHOLES ADJUSTMENT $400.00 PER EACH, TOTAL COST $800.00 5. BID ITEM, GATE VALVE BOX ADJUSTMENT $300.00 PER EACH, TOTAL COST $1500.00 6. BID ITEM, WATER METER BOX ADJUSTMENT...335.00 PER EACH, TOTAL COST.. $770.00 7. REMOVE BID ITEM (6" CRUSHED LIMESTONE..) IN ITS ENTIRELY 8. BID ITEM, MISC. UTILITY ADJUSTMENT$10,000.00 ONE LUMP SUM, TOTAL COST $10,000,00 9. BID ITEM, 6 NCH EXPOSED AGGREGATE HAS BEEN ADDED. 10. BID ITEM, 7 INCH CURB WITH 18 INCH GUTTER (H.M.A.C.) TRANSITION PAVEMENT) HAS BEEN ADDED. Page 1 of 2 11. BID ITEM, REMOVAL OF EXCISING CONCRETE PAVEMENT HAS BEEN ADDED 200 SQ. B-TIME OF COMPLETION: section 00 52 43 - I AGREEMENT: • 4.1 THE WORK WILL BE COMPLETE FOR FINAL ACCEPTANCE WITHIN 220 CALENDAR DAYS. C: LIQUIDATED DAMAGES: CONTRACTOR SHALL PAY THE CITY FOUR HUNDRED TWENTY DOLLARS ($420.00) FOR EACH DAY THE CONTRACT EXPIRES AFTER THE TIME SPECIFIED IN PARAGRAPH 3.2 FOR FINAL ACCEPTANCE UNTIL THE CPTY ISSUES THE FINAL LETTER OF ACCEPTANCE. Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below (2) In the Proposal: Water, Sewer, Paving and Drainage Improvements (3) Indicate in upper case letters on the outside of the sealed bid envelop: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 1" Failure to acknowledge the receipt of Addenda could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. RECEI&ACKNOWLEDGED: DOUGLAS W. WIERSIG, P.E. DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPT. B By: FRED EHIA, P.E. Title: pI(Pc.S/�� PROJECT MANAGER Page 2 of 2 CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 2 2008 CIP MEIGHBORHOOD STREETS PAVING, DRAINAGE, WATER LINE AND SANITARY SEWER LINE IMPROVEMENTS FOR HATCHER STREET (E. BERRY STREET TO FORBES STREET) RICFIARDSON STREET (S. HUGHES AVE. TO S.EDGEWOOD TERR.) D.O.E.6142 CITY PROJECT NO. 01233 RELEASE DATE: MAY 01, 2012 BIDS RECEIVED: May 3, 2012 INFORMATION TO BIDDERS: The Contract Documents for the above mentioned project are revised and amended as follows: CONSTRUCTION DOCUMENTS (SPECIFICATIONS): THE QUANTITY FOR THE BID ITEM FOR REMOVAL OF EXISTING CONCRETE PAVEMENT HAS BEEN REVISED TO 3,300.00 S.F. Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below (2) In the Proposal: Water, Sewer, Paving and Drainage Improvements (3) Indicate in upper case letters on the outside of the sealed bid envelop: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 1" Failure to acknowledge the receipt of Addenda could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED: By: Title: DOUGLAS W. WIERSIG, P.E. DIRECTOR ','TRANSPORTATION AND PUBLIC WORKS DEPT. By: FRED EHIA, P.E. PROJECT MANAGER Page I of 1 CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 3 2008 CIP MEIGHBORHOOD STREETS PAVING, DRAINAGE, WATER LINE AND SANITARY SEWER LINE IMPROVEMENTS FOR HATCHER STREET (E. BERRY STREET TO FORBES STREET) RICHARDSON STREET (S. HUGHES AVE. TO S.EDGEWOOD TERR.) D.O.E. 6142 CITY PROJECT NO. 01233 RELEASE DATE: MAY 01, 2012 BIDS RECEIVED: May 10, 2012 INFORMATION TO BIDDERS: The Contract Documents for the above mentioned project are revised and amended as follows: CONSTRUCTION DOCUMENTS (SPECIFICATIONS): THE BID OPENING FOR THIS PROJECT IS POST POND TO THURSDAY MAY 10 2012. Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below (2) In the Proposal: Water, Sewer, Paving and Drainage Improvements (3) Indicate in upper case letters on the outside of the sealed bid envelop: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 1" Failure to acknowledge the receipt of Addenda could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. RECEI-,I'T ACKNOWLEDGED: DOUGLAS W. WIERSIG, P.E. (RECTOR RANSPORTATION AND PUBLIC WORKS DEPT. B Title: / y/�.. FRED EHTA, P.E. /eta,/ PROJECT MANAGER Page I of I CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 4 2008 CIP MEIGHBORHOOD STREETS PAVING, DRAINAGE, WATER LINE AND SANITARY SEWER LINE IMPROVEMENTS FOR HATCHER STREET (E. BERRY STREET TO FORBES STREET) RICHARDSON STREET (S. HUGHES AVE. TO S.EDGEWOOD TERR.) D.O.E. 6142 CITY PROJECT NO. 01233 RELEASE DATE: MAY 04, 2012 BIDS RECEIVED: May 10, 2012 INFORMATION TO BIDDERS: The Contract Documents for the above mentioned project are revised and amended as follows: CONSTRUCTION DOCUMENTS (SPECIFICATIONS); THE BID ITEMS LIST (PROPOSAL) HAVE BEEN REVISED PER ATTACHED DOCUMENT. Please acknowledge receipt of the Addendum in the following locations: (I) In the space provided below (2) In the Proposal: Water, Sewer, Paving and Drainage Improvements (3) Indicate in upper case letters on the outside of the sealed bid envelop: "RECEIVED & ACKNOWLEDGED ADDENDUM NO. 4" Failure to acknowledge the receipt of Addenda could cause the subject bidder to he considered "NON -RESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED: DOUGLAS W. WIERSIG, P.E. DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPT. Title By: FRED EHIA, P.E. PROJECT MANAGER Page I of I SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID t04241 IIIU I14011)4A1. Paso 1 oft Bidder's Application Project Item Information Bidder's Proposal I1kIIisl item No. Description Specification Section No. Unit of Messmc Old Quonlity Unit Price Bid Value Water line 1 0241.1302 Remove Ex. 6' Water Valve 0241 14 EA 9 2 0241.1511 Salvage ateWater Meter 02 41 14 EA 22 3 3201.0900 Temporary Asphalt Paving Repair if' Ilex base & 2' HMAC 3201 18 LF 1550 4 3201.0611 6' Corm Pvm1 Repair per Iig 2000-2 32 01 29 SY 10 5 3304.0101 Furnish & Install 2-' pipe & li0ing for Temporary Water Services Connection (tor entire project) O4 LS 1 6 3305.0109 Trench Safety (greaser than 5 feel depth) 33 05 10 LF 1100 7 3311.0261 8' PVC Water Pipe (DR 14) 33 11 12 LF 1084 8 3312.0001 Fire Hydrant (3'-8' bury) 33 12 40 EA 1 g Barrel extension for fire hydranl (over 3' • 8' bury) VF 5 10 Remove and salvage Ex. Flre hydrant EA 1 11 Extra depth of water mains over 1 loot below the designed elevation as directed by eEngineer for all sizes of proposed waterline. LF 50 12 Ducllle iron lilting TN 5.25 13 3312.0103 Connection to Existing 8' Water Main (see plan sheets) 33 12 25 EA 4 14 33122001 1' Water service Includes 1' tap class A meter box & 1' c000er line 33 12 10 EA 22 15 Reiocate wafer meter boxes EA 22 16 3312.3003 8' Gate Valve 33 12 20 EA 2 17 6 - inch Dr 14 (class 200) AW WA C900 PVC water pipe with blocking (including removal of existing waterline) LF 20 Total water Linea (try 01'11)lC1 WOK III 11ANUA11e C( l*SI Itut ioN SPCC114CAI IUN IxICUMl:N VS Itnm umi..1121111w,p 2e3 CIPCnm1.a1 X: II *ter Smaunl Ithlur4vm Saki City l'n4co No.01111 Iv1424: MD PROWISAI. Pak: 1of3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Infommtion Bidders Proposal nidlist Item No. Description Specification Section No, Unit of Measure Bid Quantity Unit Price Bid Value SEWER 1 02412201 Remove Ex 4' Sewer Manhole 02 41 14 EA 2 2 3201.0400 Temporary Asphalt Paving Repair (8' Ilex base g 2' HMA(11 32 01 18 LF 1350 3 3201.0811 8' Cons Pvmt Repair per lig. 2000'2 32 01 29 SY 23 4 3301.0002 Post -CCTV Inspection 3301 31 LF 958 5 3301.0101 Manhole Vacuum Testing 33 01 30 EA 3 8 3305.0100 Trench Safety 3305 10 IF 965. 7 remove existing concrete pavement SY 23 8 3331.3102 4' Sewer Service tap Includes 2-Way Cloanout 33 31 50 EA 22 9 3331.4115 8' Sewer Pipe PVC PIPE ALL DEPTH 33 31 20 LF 958 10 3339,1001 Is15a 4' Ola sanitary sewer Manhole 33 39 20 EA 3 11 3339.1003 4' Extra Depth Manhole 33 39 20 VF 10 12 Concrete encasement as directed by engineer LF 50 13 Watertight manhole insert EA 3 Total sanitary Sewer Lines CRY or 1't apt worm' rrANnAnn ClONx11610 ION SPECII ICA ION I M I4IU.4EMS t'onn a�Yi`i'I 20110627 1011 CH' C'nntxl IC I latter Anal vul Mw blitho I SiAvl City l'mwl No. 01213 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID 00424) DID InROl%1.4AI. PXy) of Bidder's Application Project her Inromnlion Oidder's Prnposnl R dl',lItem No. Deuriplion Specification Section No. Unit of Meuure Bid QuAn4ity Unit Price Did Valve PAVEMENT 1 0241.0100 Remove Ex. Sidewalk 0241 13 1 SF 4637 2 0241.0300 Remove Ex. AOA Ramp 24113 EA 4 3 0241.0401 Remove Ex. Concrete Drive 02 41 13 SF 3190 4 0241.0700 Remove Ex. Brick Mailbox 0241 13 EA 2 5 0241.1300 Remove Ex. Cone Curb & Gutter 02 41 15 LF 2248 6 0241.4000 Remove Ex. 5' Curb Inlet 02 41 14 EA 1 7 0241.4003 Remove Ex. 20' Curb Inlet 02 41 14 EA 1 8 3110.0103 12'-18' Tree Removal 31 10 00 EA 2 9 3123.0101 Unclassified Excavation 31 23 18 GY 1242 10 3125.0101 SWPPPa t acre 31 25 00 LS 1 11 3211.0400 Lime 3211 29 TN 96 12 3211.0501 6' Lime Treatment 32 11 29 SY 3968 13 3213.0102 7' Corm Paint 3213 13 SY 3775 14 3213.0301 Construct 4' Conc Sidewalk 32 13 20 SF 7512 15 Gravel Driveway SF 85 16 3213.0401 Concrete Driveway 32 1320 SF 4232 17 3213.0505 4' Banter Free Ramp, Type 32 13 20 EA 18 3213.0508 4' Bauder Free Ramp, Type H 32 1320 EA 7 19 3216.0102 7' Cone Curb 32 16 13 LF 2016 20 3291.0100 Topsoil 32 91 19 CY 147 21 3305.0107 Manhole Adjustment 33 05 14 EA 2 $400.00 $800.00 22 3305.0111 Valve Box Adjustment 330514 EA 5 $300.00 $1,500.00 23 Water Meter Adjustment EA 22 335.00 $770.00 24 3349.5001 10' Curb Inlet 3349 20 EA 1 25 3349.5003 20' Curb Inlet 33 49 20 EA 1 26 3441.4006 Install Alum Sign Ground Mount 34 41 30 EA 1 27 Remove Ex. Sign EA 1 28 3471.0001 Traffic Control 34 71 13 MO 7 29 Install Stick Mailbox EA 2 30 HMAC Roadway Transition Ton 5 31 Trench safely 2 e Feet LF 30 32 Misc. Utilities Adjustment LS 1 $10,000.00 $10,000.00 33 Project Designation Sign EA 4 34 7 Inch Curb with 18 Inch Gutter (H.M.A.C. Transition Pavement) LF 100 36 Remove Ex. Conc. Pavement SF 3300 Total Pavements Bid Summery Buse DI Unit I; Water Improvements Unit II; Sewer Improvements Unit III; Paving & Drainage Improvements Tolnl Bnsc Bid Cr1Y of 11)n"1' wort't11 SI'ANOAIIO p INSt11UC 1mN Si'8cI1nCA lION n1x:IJULN S limn Itavkal 20110621 2u8i CII' Cluarxt SC I Imriul Siam III IlklunMn Sraw t'IIY Nol i No. 01211 00 05 15 - 1 ADDENDA Page I of 1 SECTION 00 0515 2 ADDENDA 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with any addenda 7 issued during bidding.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 I 1 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 NOTICE TO BIDDERS Sealed proposals for the following: 2008 CAPITAL IMPROVEMENT PROGRAM -CONTRACT 5C COUNCIL DISTRICT 5, MAPSCO PAGE NO. 79S HATCHER STREET (E.BERRY STREET TO FORBES STREET) RICHARDSON STREET (S. HUGHES AVE. TO S. EDGEWOOD TERR.) D.O.E. No. 6142, City Project No. 01233 TPW PROJECT NO. C204-541200205400123383 WATER PROJECT NO.. P253-541200605170123383 SEWER PROJECT NO. P258-541200705170123383 Addressed to the CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 will be received at the Purchasing Office until 1:30 PM, Thursday, MAY 03, 2012 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Contract documents, including plans and specifications for this project may be obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworthgov.orq/purchasinq/ and clicking on the project link. This link will take you to the advertised project folders on the City's Buzzsaw site, where the plans and contract documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Hard copies of plans and contract documents are available at the office of STV INCORPORATED 7557 RAMBLER ROAD, SUITE1050, DALLAS, TEXAS 75231, at a cost of $60 per set (non- refundable). The major work will consist of the (approximate) following: Unit I 1,084 LF 8" Water Line Unit II 956 LF 8" Sanitary Sewer Line Unit III 3,775 SY 7" Concrete Pavement Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. Bid security is required in accordance with the Special Instruction to Bidders. Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initiating the appropriate spaces on the PROPOSAL form. Bids that clo not acknowledge receipt of all addenda may be rejected as being non -responsive. All addenda will be made available on-line with the contract documents. Contractors and/or suppliers are requested to register as plan holders on-line (on Buzzsaw site) in order to receive notifications regarding the issuance of addenda. It shall be the bidding contractor's sole responsibility to verify they have received and considered all addenda, prior to submitting a bicl. For additional information, please contact DAVID HOSSEINY, P.E. with STV INCORPORATED. at 1(214)221-4477 or by E-mail DAVID.HOSSEINYaSTVINC.COM and/or Rev 2-2-10 TPW NF3-1 NOTICE TO BIDDERS FRED EHIA, P.E.. Project Manager, TPW Department, City Hall, at (817)392-8424 or by E-mail FRED. EHIA@FORTWORTHTEXAS. GOV. A pre -bid conference will be held on APRIL 19, 2012 at 9:00 a.m.., in the Conference Room 270 at the TPW Department, City Hall, 1000 Throckmorton St. 2nd floor, Ft. Worth,Texas. Bidders are encouraged to review the plans and specifications prior to the pre -bid conference. Advertising Dates: APRIL 05, 2012 APRIL 12, 2012 Rev 2-2-10 TPW NB-1 COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: 2008 CAPITAL IMPROVEMENT PROGRAM- CONTRACT 5C, COUNCIL DISTRICT 5, MAPSCO PAGE NO. 79S HATCHER STREET (E.BERRY STREET TO FORBES STREET) RICHARDSON STREET (S.HUGHES AVE. TO S. EDGEWOOD TERR.) D.O.E. No. 6142, City Project No, 01233 TPW Project No. C204-541200205400123383 Water Project No.P263-541200605170123383 Sewer Project No.P258-541200705170123383 Addressed to: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102-6311 will be received at the Purchasing Office until 1:30 PM, Thursday, MAY 03, 2012 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Contract documents, including plans and specifications for this project may be obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworthgov.org/purchasinq/ and clicking on the project link. This link will take you to the advertised project folders on the City's Buzzsaw site, where the plans and contract documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Hard copies of plans and contract documents are available at the office of STV INCORPORATED, 7557 RAMBLER ROAD, SUITE 1050, DALLAS, TEXAS 75231, TEL. NO. 1(214) 221-4477 at a cost of $60 per set (non-refundable). The major work will consist of the (approximate) following: Unit 11,084 LF 8" Water Line Unit II 956 LF 8" Sanitary Sewer Unitl II 3,775 SY 7" Concrete Pavement Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. NOTICHS All bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City of Fort Worth Ordinance no. 7400 (Fort Worth City Code Sections 13-A-221 through 13-A-29) prohibiting discrimination in the employment practices. Bid security is required in accordance with the Special Instruction to Bidders. The City of Fort Worth reserves the right to reject any and/or all bids and waive any and/or all formalities. No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) clays after the opening of bids, but in no case will the award be Rev 2/2/10 TPW CiNIB - 1 COMPREHENSIVE NOTICE TO BIDDERS made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initiating the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being non -responsive. All addenda will be made available on-line with the contract documents. Contractors and/or suppliers are requested to register as plan holders on-line (on Buzzsaw site) in order to receive notifications regarding the issuance of addenda. It shall be the bidding contractor's sole responsibility to verify they have received and considered all addenda, prior to submitting a bid. Bidders must complete the PROPOSAL section, including the "Vendor Compliance to State Law", and submit these executed documents or face rejection of the bid as non -responsive. In accord with the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City of Fort Worth contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM (with "Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received no later than 5:00 p.m., five (5) City of Fort Worth business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the department to whom delivery was made. Such receipt shall be evidence that the City of Fort Worth received the Documentation. Failure to comply shall render the bid non -responsive. SUBMISSION OF BID AND AWARD OF CONTRACT The proposal, Unit I water, unit II Sewer, Unit III Paving & Drainage, within this document is designed as a package. In order to be considered an acceptable bid, the Contractor is required to submit a bid for, Unit water, unit II sewer, Unit III, Paving & Drainage. A bid proposal submittal for a multi -unit project with only a single proposal unit complete will be rejected as being non -responsive. The Contractor who submits the bid with the lowest price, will be the apparent successful bidder for the project. Bidders are hereby informed that the Director of the Transportation and Public Works Department reserves the right to evaluate and recommend to the City of Fort Worth City Council the bid that is considered to be in the best interest of the City of Fort Worth. For additional information, please contact DAVID HOSSEINY, P.E. with STV INCORPORATED at 1(214)221- 4477 or by E-MAIL DAVID.HOSSEINY(c�STVINC.COM and or FRED EHIA, P.E. PROJECT MANGER, TPW department, City Hall, at (817)392-8424 or by E-mail FRED.EHIA@FORTWORTHTEXAS.GOV. A pre -bid conference will be held on APRIL 19, 2012 at 9:00 a.m., in the Conference Room 270 at the TPW Department, City Hall, 1000 Throckmorton St., 2"d floor, Ft. Worth, Texas. Bidders are encouraged to review the plans and specifications prior to the pre -bid conference. TOM HIGGINS MARY J. KAYSER CITY MANAGER CITY SECRETARY Advertising Dates: APRIL 05, 2012 APRIL 12, 2012 Rev 2/2/10 TPW By: FRED EHIA, P.E Transportation & Public Works Department CNB - 2 002113-1 INSTRUCTIONS TO 13IDDERS Page I or9 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1.'I'erms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 7 00 - GENERAL CONDITIONS. 8 9 I.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. II 12 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided) makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.I.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalifieation of Bidders (Prime Contractors and Subcontractors) 34 35 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 36 requiring prequalification at the time of bidding. Bids received from contractors who are 37 not prequalified (even if inadvertently opened) shall not be considered. 38 39 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 40 seven (7) calendar clays prior to Bid opening, the documentation identified in Section 00 41 45 11, BIDDERS PREQUALIFICATIONS. 42 43 3.2.1. Submission of and/or questions related to prequalification should be addressed to 44 the City contact as provided in Paragraph 6.1. 45 46 CITY OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street S Richardson Street City Project Na 01233 00 21 13 - 2 INS-nwcrloNS TO BIDDERS Page 2 of 9 3.3.The City reserves the right to require any pre -qualified contractor who is the apparent low 2 bidder(s) for a project to submit such additional information as the City, in its sole 3 discretion may require, including but not limited to manpower and equipment records, 4 information about key personnel to be assigned to the project, and construction schedule, 5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 6 deliver a quality product and successfully complete projects for the amount bid within 7 the stipulated time frame. Based upon the City's assessment of the submitted 8 information, a recommendation regarding the award of a contract will be made to the 9 City Council. Failure to submit the additional information, if requested, may be grounds 10 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 11 notified in writing of a recommendation to the City Council. 12 13 3.4.In addition to prequalification, additional requirements for qualification may be required 14 within various sections of the Contract Documents. 15 16 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 17 18 4.1. Before submitting a Bid, each Bidder shall: 19 20 4.1.1. Examine and carefully study the Contract Documents and other related data 21 identified in the Bidding Documents (including "technical data" referred to in 22 Paragraph 4.2. below). No information given by City or any representative of the 23 City other than that contained in the Contract Documents and officially 24 promulgated addenda thereto, shall be binding upon the City. 25 26 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 27 site conditions that may affect cost, progress, performance or furnishing of the 28 Work. 29 30 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 31 progress, performance or furnishing of the Work. 32 33 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 34 contiguous to the Site and all drawings of physical conditions relating to existing 35 surface or subsurface structures at the Site (except Underground Facilities) that 36 have been identified in the Contract Documents as containing reliable "technical 37 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 38 at the Site that have been identified in the Contract Documents as containing 39 reliable "technical data" 40 41 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 42 the information which the City will furnish. AU additional information and data 43 which the City will supply after promulgation of the formal Contract Documents 44 shall be issued in the form of written addenda and shall become part of the Contract 45 Documents just as though such addenda were actually written into the original 46 Contract Documents. No information given by the City other than that contained in 47 the Contract Documents and officially promulgated addenda thereto, shall be 48 binding upon the City. 49 art Y OP PORT WORrIi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract 5C !fetcher Street & Richardson Street City Project No_ 01233 002113-3 INSTRUCTIONS .10 BIDDERS Page 3 o19 4.1.6, Perform independent research, investigations, tests, borings, and such other means 2 as may be necessary to gain a complete knowledge of the conditions which will be 3 encountered during the construction of the project. On request, City may provide 4 each Bidder access to the site to conduct such examinations, investigations, 5 explorations, tests and studies as each Bidder deems necessary for submission of a 6 Bid. Bidder must fill all holes and clean up and restore the site to its former 7 conditions upon completion of such explorations, investigations, tests and studies. 8 9 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 10 cost of doing the Work, time required for its completion, and obtain all information 11 required to make a proposal. Bidders shall rely exclusively and solely upon their 12 own estimates, investigation, research, tests, explorations, and other data which are 13 necessary for full and complete information upon which the proposal is to be based. 14 It is understood that the submission of a proposal is prima -facie evidence that the 15 Bidder has made the investigation, examinations and tests herein required. Claims 16 for additional compensation clue to variations between conditions actually 17 encountered in construction and as indicated in the Contract Documents will not be 18 allowed. 19 20 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 21 between the Contract Documents and such other related documents. The Contractor 22 shall not take advantage of any gross error or omission in the Contract Documents, 23 and the City shall be permitted to make such corrections or interpretations as may 24 be deemed necessary for fulfillment of the intent of the Contract Documents. 25 26 4.2. Reference is made to Section 00 73 00— Supplementary Conditions for identification of: 27 28 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 29 the site which have been utilized by City in preparation of the Contract Documents. 30 The logs of Soil Borings, if any, on the plans are for general information only. 31 Neither the City nor the Engineer guarantee that the data shown is representative of 32 conditions which actually exist. 33 34 4.2.2. those drawings of physical conditions in or relating to existing surface and 35 subsurface structures (except Underground Facilities) which are at or contiguous to 36 the site that have been utilized by City in preparation of the Contract Documents. 37 38 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 39 on request. Those reports and drawings may not be part of the Contract 40 Documents, but the "technical data" contained therein upon which Bidder is entitled 41 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 42 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 43 responsible for any interpretation or conclusion drawn from any "technical data" or 44 any other data, interpretations, opinions or information. 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2003 CIP Contract 5C Hatelier Street & Richardson Street City Project No. 01233 00 21 13 -4 INSTRUCTIONS TO BIDDERS Page 4 of 9 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 2 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 3 exception the Bid is premised upon performing and furnishing the Work required by the 4 Contract Documents and applying the specific means, methods, techniques, sequences or 5 procedures of construction (if any) that may be shown or indicated or expressly required 6 by the Contract Documents, (iii) that Bidder has given City written notice of all 7 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 9 etc., have not been resolved through the interpretations by City as described in 10 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 11 and convey understanding of all terms and conditions for performing and furnishing the 12 Work. 13 14 4.4.The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 16 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 17 Documents. 18 19 5. Availability of Lands for Work, Etc. 20 21 5.1.The lands upon which the Work is to be performed, rights -of -way and easements for 22 access thereto and other lands designated for use by Contractor in performing the Work 23 are identified in the Contract Documents. All additional lands and access thereto 24 required for temporary construction facilities, construction equipment or storage of 25 materials and equipment to be incorporated in the Work are to be obtained and paid for 26 by Contractor. Easements for permanent structures or permanent changes in existing 27 facilities are to be obtained and paid for by City unless otherwise provided in the 28 Contract Documents. 29 30 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 31 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 32 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 33 the award of contract at any time before the Bidder begins any construction work on the 34 project. 35 36 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 37 way, easements, and/or permits, and shall submit a schedule to the City of how 38 construction will proceed in the other areas of the project that do not require permits 39 and/or easements. 40 41 6. Interpretations and Addenda 42 CTIY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 4 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City I'roject No. 01233 00 21 13 -5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 2 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 3 received after this clay may not be responded to. Interpretations or clarifications 4 considered necessary by City in response to such questions will be issued by Addenda 5 delivered to all parties recorded by City as having received the Bidding Documents. 6 Only questions answered by formal written Addenda will be binding. Oral and other 7 interpretations or clarifications will be without legal effect. 8 9 Address questions to: 10 1 I City of Fort Worth 12 1000 Throckmorton Street 13 Fort Worth, TX 76102 14 Attn: Fred Ehia, P.E., Transportation and Public Works Department 15 Fax: (817) 392-2483 16 Email: fred.ehia@fortworth.gov 17 Phone: (817) 392-8424 18 19 20 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 21 City. 22 23 6.3. Addenda or clarifications may be posted via Buzzsaw at: 24 25 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 26 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 27 Project. Bidders are encouraged to attend and participate in the conference. City will 28 transmit to all prospective Bidders of record such Addenda as City considers necessary 29 in response to questions arising at the conference. Oral statements may not be relied 30 upon and will not be binding or legally effective. 31 32 7. Bid Security 33 34 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 35 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 36 the requirements of Paragraphs 5.01 of the General Conditions. 37 38 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 39 have been satisfied. If the Successful Bidder tails to execute and deliver the complete 40 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 41 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited, 42 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 43 other Bidders whom City believes to have a reasonable chance of receiving the award 4 4 will be retained by City until final contract execution. 45 46 8. Contract Times 47 The number of days within which, or (he dates by which, Milestones are to be achieved in 48 accordance with the General Requirements and the Work is to be completed and ready for 49 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 50 attached Bid Form. 51 Girt OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Judy I, 2011 21108 CIF Contract 5C Hatcher Street & Richardson Street City Project No. 01233 00 21 13 - 6 INSTRUCTIONS "f0 BIDDERS Page 6 of 9 I 9. Liquidated Damages 2 Provisions for liquidated damages are set forth in the Agreement. 3 4 10. Substitute and "Or -Equal" Items 5 The Contract, if awarded, will be on the basis of materials and equipment described in the 6 Bidding Documents without consideration of possible substitute or "or -equal" items. 7 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to 9 City, application for such acceptance will not be considered by City until after the Effective 10 Date of the Agreement. The procedure for submission of any such application by Contractor 11 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 12 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 13 14 11. Subcontractors, Suppliers and Others 15 16 11.1. In accordance with City Ordinance No. 15530 (as amended), the City has goals for 17 the participation of minority business and women business enterprises in City 18 contracts. A copy of the Ordinance can be obtained from the Office of the City 19 Secretary. The Bidder shall submit the MBE/WBE Utilization Form, 20 Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or 21 Good Faith Effort Form (with "documentation) and/or Joint Venture Form as 22 appropriate. The Forms including documentation must be received by the City no 23 later than 5:00 P.M. CST, five (5) City business days after the bid opening date. The 24 Bidder shall obtain a receipt from the City as evidence the documentation was 25 received. Failure to comply shall render the bid as non -responsive. 26 27 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 28 or organization against whom Contractor has reasonable objection. 29 30 12. Bid Form 31 32 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 33 obtained from the City. 34 35 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 36 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 37 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 38 price item listed therein. In the case of optional alternatives, the words "No Bid," 39 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 40 written in ink in both words and numerals, for which the Bidder proposes to do the 41 work contemplated or furnish materials required. All prices shall be written legibly. 42 In case of discrepancy between price in written words and the price in written 43 numerals, the price in written wards shall govern. 44 45 12.3. Bids by corporations shall be executed in the corporate name by the president or a 46 vice-president or other corporate officer accompanied by evidence of authority to 47 sign. The corporate seal shall be affixed. The corporate address and state of 48 incorporation shall be shown below the signature. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hateher Street & Richardson Street City Project No. 01233 00 21 13 -7 INSTRUCTIONS TO BIDDERS Page 7 or9 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 2 partner, whose title must appear under the signature accompanied by evidence of 3 authority to sign. The official address of the partnership shall be shown below the 4 signature. 5 6 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 7 member and accompanied by evidence of authority to sign. The state of formation of 8 the firm and the official address of the firm shall be shown. 9 10 12.6. Bids by individuals shall show the Bidder's name and official address. II 12 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 13 indicated on the Bid Form. The official address of the joint venture shall be shown. 14 15 12.8. All names shall be typed or printed in ink below the signature. 16 17 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 13 which shall be filled in on the Bid Form. 19 20 12.10. Postal and e-mail addresses and telephone number for communications regarding the 21 Bid shall be shown. 22 23 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 24 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 25 to State Law Non Resident Bidder. 26 27 13. Submission of Bids 28 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 29 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 30 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 31 marked with the City Project Number, Project title, the name and address of Bidder, and 32 accompanied by the Bid security and other required documents. if the Bid is sent through the 33 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 34 with the notation "BID ENCLOSED" on the face of it. 35 36 14. Modification and Withdrawal of Bids 37 38 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 39 withdrawn prior to the time set for bid opening. A request for withdrawal must be 40 made in writing by an appropriate document duly executed in the manner that a Bid 41 oust be executed and delivered to the place where Bids are to be submitted at any 42 time prior to the opening of Bids. Alter all Bids not requested for withdrawal are 43 opened and publicly read aloud, the Bids for which a withdrawal request has been 44 properly filed may, at the option of the City, be returned unopened. 45 46 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 47 time set for the closing of Bid receipt. 43 CITY OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUNII NTS Revised July I,2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 00 21 13 -8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 15. Opening of Bids 2 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 3 abstract of the amounts of the base Bids and major alternates (if any) will be made available 4 to Bidders after the opening of Bids. 5 6 16. Bids to Remain Subject to Acceptance 7 All Bids will remain subject to acceptance for the time period specified for Notice of Award 8 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 9 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 10 11 17. Evaluation of Bids and Award of Contract 12 13 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 14 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 15 and to reject the Bid of any Bidder if City believes that it would not be in the best l6 interest of the Project to make an award to that Bidder, whether because the Bid is 17 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 18 meet any other pertinent standard or criteria established by City. City also reserves 19 the right to waive informalities not involving price, contract time or changes in the 20 Work with the Successful Bidder. Discrepancies between the multiplication of units 21 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 22 between the indicated sum of any column of figures and the correct sum thereof will 23 be resolved in favor of the correct sum. Discrepancies between words and figures 24 will be resolved in favor of the words. 25 26 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 27 among the Bidders, Bidder is an interested party to any litigation against City, 28 City or Bidder may have a claim against the other or be engaged in litigation, 29 Bidder is in arrears on any existing contract or has defaulted on a previous 30 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 31 Bidder has uncompleted work which in the judgment of the City will prevent or 32 hinder the prompt completion of additional work if awarded. 33 34 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 35 other persons and organizations proposed for those portions of the Work as to which 36 the identity of Subcontractors, Suppliers, and other persons and organizations must 37 be submitted as provided in the Contract Documents or upon the request of the City. 38 City also may consider the operating costs, maintenance requirements, performance 39 data and guarantees of major items of materials and equipment proposed for 40 incorporation in the Work when such data is required to be submitted prior to the 41 Notice of Award. 42 43 17.3. City may conduct such investigations as City deems necessary to assist in the 44 evaluation of any Bid and to establish the responsibility, qualifications, and financial 45 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 46 organizations to perform and furnish the Work in accordance with the Contract 47 Documents to City's satisfaction within the prescribed time. 48 49 17.4. Contractor shall perform with his own organization, work of a value not less than 50 35% of the value embraced on the Contract, unless otherwise approved by the City. 51 CITY OP PORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CII' Contract 5C Hatcher Street & Richardson Street City Project No. 01233 00 21 13 -9 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 2 responsive Bidder whose evaluation by City indicates that the award will be in the 3 best interests of the City. 4 5 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 6 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 7 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 8 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 9 comparable contract in the state in which the nonresident's principal place of 10 business is located. 11 12 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 13 to be awarded, City will award the Contract within 90 days alter the clay of the Bid 14 opening unless extended in writing. No other act of City or others will constitute 15 acceptance of a Bid. Upon the contactor award a Notice of Award will be issued by 16 the City. 17 18 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 19 20 18. Signing of Agreement 21 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 22 required number of unsigned counterparts of the Agreement. Within 14 clays thereafter 23 Contractor shall sign and deliver the required number of counterparts of the Agreement to 24 City with the required Bonds, Certificates of Insurance, and all other required documentation. 25 City shall thereafter deliver one fully signed counterpart to Contractor. 26 27 28 29 END OF SECTION CITY or rota wORTI I STANDARD CONSTRUCTION SPECII9CA'IION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 1 2 003513-1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 3 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth 5 (also referred to as "City") procurement are required to complete Conflict of Interest 6 Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure 7 Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the 8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on 9 City Work. The referenced forms may be downloaded from the website links provided below. 10 11 http://www.ethics.state.tx.us/forms/CIQ.pdf 12 13 http://www.ethics.state.tx.us/forms/CIS.pdf 14 15 Q CIQ Form is on file with City Secretary 16 17 Q CIQ Form is being provided to the City Secretary 18 19 0 CIS Form is on File with City Secretary 20 21 0 CIS Form is being provided to the City Secretary 22 23 24 25 BIDDER: 2627 MCCklndon Construction Co., 28 Company P O. B*YX 9 29 30 31 32 33 34 35 36 i Burleson, TX 76097 Address Signature: Title: (J/1404$1‘,14-` b(Cr61C64I-- lease Print) City/State/Zip CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 (Please Print) 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 003513-2 CONFLICT OF INTEREST AFFIDAVIT Page 2 of 3 CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local govemmental entity Me questionnaire reflects changes made to tba taw by H.B. VISE, bath Leg.. Regular session. This questionnaire is being filed in aocordance with Chapter 176, Local GovemmentCode by a person who has a business relationship as defined by Section 176.031( I -a) with a local governmental entity and the person meets requirements under Section 176.006(a). By lawtNsquesbonnaire must be filed with the records administrator of the kcal governmental entity not later than the 7th business day after the date the person becomes aware of facts that require the statement to be fled. See Section 178.006, local Government Cade. A person commits an offense if the person knowingly violates Section 176.006, Local Government Code. An offense under this section is a Class C misdemeanor. OFFICEIJSEONLY Dale Recetd ILL Name of person who has a business relationship with local governmental entity. Mnw r- in LA- C �%eS T C 7laC J Check this box 'rfyou are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date the odetaity feed questionnaire beoanes incomplete or naecurate.) b Name of local government officer with who//m filer �ha�s employment or business relationship. / V el V...a.....s with whom the filer has an Code. Attach additional other than investment income, from or at the not received from the local h respect to xhidh the local an this section. Name of Officer This secton (item 3 induding subparts A, B, C & D) oust be completed for each officer employment or other business relationship as defined by Section 176.001(1a), Local Government pages to this Form CIO as necessary. A. Is the local government officer named in this sedion receiving or likely to receive taxable income, income, from the filer of the questionnaire? Yes ED No B. Is the filer of the questionnaire receiving cr likely to receive taxable income, other than investment direction of the local government officer named in this section AND the taxable income is governmental entry? ® Yes El No C. Is the filer of the questionnaire employed by a corporaton or other business entity ve government officer serves as an officer or director, or holds an ownership of 10 percent or more? Yes ® No D. Describe each employment or business relationship vnth the local government officer named J ..A ld ?a/ - Sltltature of porsm 6)Ing bt>biness vn(n She goremrrental ensly Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Adopted D5.12912007 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No 01233 2 003513-3 CONFLICT OF INTEREST AFFIDAVIT Page 3 of 3 FORM CIS LOCAL GOVERNMENT OFFICER CONFLICTS DISCLOSURE STATEMENT (Instructions forcornpleting andfiling this form are provided on the next page.) mla questionnaire regrets changes made to the taw by H.B. 1491, Beth teat. Regular session. OFRCEUBEOHIY This is the notice to the appropriate local governmental entity that the following local government officer has become aware of factsthat require the officer to file this statement in accordancewith Chapter 176, Local Government Code. t`ax RCWIed JName of Local Government Officer N" Office Held 2.1 Name of person described by Sections 176.002(a) and 176.003(a). Local Government Code JDescription of the nature and extent of employment orother business relationship with person named in item 3 JList gifts accepted by the local government officer and any family member, excluding gifts described by Section 176.003(a-1). if aggregate value of the gifts accepted from person named in item 3 exceed $250 during the 12-month period described by Section 176.003(a)(2)(B) Date Gift Accepted Description of Gilt Date Gift Accepted Description of Gift Date Gift Accepted Description of Gift (attach additional forms as necessary) J AFFK AM 1 swear under penalty of palmy that the atom statement 1a true and correct 1 admorsedge Mai the disdolure applies to a family member (as defined by Sectin 176.091(2), total Government Code) or tis 1ooal gamm en ofi,£P 1 al&o aoknoaledge that tNa statement carers the 12fnone perbd deserted by Seolon 17o 0034a). Lrca Government crap. clgtadue of re'Y Government Otear AFFIA NOTARY cTAMP 1 cLAt AttOVe Sxomtoand Zuycrhaeabeiore me, by the•Aa this the day or 20 .o certify wiggly witness my hand and seal o' Mike. S1nature of ofeer admtnlstedng oath Printed name of oitcer adminlllcdne Oath Mae of cancer administering oath END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Adopted 06i2912007 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 00 41 00 BID FORM Page I or3 TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 SECTION 00 41 00 BID FORM FOR: 2008 CIP CONTRACT 5C HATCHER STREET AND RICHARDSON STREET City Project No.: 1233 Units/Sections: 1. Enter Into Agreement UNIT I; WATER IMPROVEMENTS UNIT II; SEWER IMPROVEMENTS UNIT III; PAVING & DRAINAGE IMPROVEMENTS The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and famish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the temns and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed 'individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means banning or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 2008 CIP Contract SC Hatcher Street Richardson Street City Project No. 01233 00 41 00 BID FORM Page 2 of 3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Improvements b. Sewer Improvements c. Paving Improvements d. Drainage Improvements 4. Time of Completion 2; D G.D 4.1. The Work will be complete for Final Acceptance within .,ittirrs, days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work (and/or achievement of Milestones) within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form Section d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Bid CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 2008 CIF Contract 5C Hatcher Street Richardson Street City Project No. 01233 00 41 00 111D PORTI Page 1 of 3 i 7. Bid Submittal This Bid is submitted on Dan McClendon (Printed Name) Title: President Company: McClendon Construction Co, Inc Address: PO Box 999 10-May-12 Burleson, TX 76097 State of Incorporation: Texas Email: dan gmcclendonconstruction.com Phone: 817/295-0066 by the entity named below. CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fonn Revised 20110627 END OF SECTION Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: DM Addendum No. 2: DM Addendum No. 3: DM Addendum No. 4: DM Corporate Seal: 2008 CIP Contract 5C Hatcher Street Richardson Street City Project No. 01233 004243 BID PROPOSAL Page I of 3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section Na. Unit of Measure Bid Quantity Unit Rice Bid Value Water line 1 0241.1302 Remove Ex. 6" Water Valve 02 41 14 EA 9 $50.00 $450.00 2 0241.1511 Salvage 314" Water Meter 02 41 14 EA 22 $100.00 $2,200.00 3201.0400 Temporary Asphalt Paving Repair 6" Ilex base & 2" HMAC 32 01 18 LF 1550 $8.00 $12 400.00 4 3201.0611 6" Conc Pvmt Repair per fig 2000-2 32 01 29 SY 10 $130.00 $1,300.00 5 3304.0101 Furnish & Install 2-" pipe & fitting for Temporary Water Services Connection (for entire project) 33 04 30 LS 1 $13,250.00 $13,250.00 6 3305.0109 Trench Safety (greater than 5 feet depth) 33 05 10 LF 1100 $0.10 $110.00 7 3311.0261 8" PVC Water Pipe (DR 14) 331112 LF 1084 $42.00 $45,528.00 8 3312.0001 Fire Hydrant (3'-6" bury) 33 12 40 EA 1 $2,650.00 $2,650.00 9 Barrel extension for fire hydrant (over 3' - 6" bury) VF 5 $1.00 $5.00 t0 Remove and salvage Ex. Fire hydrant EA 1 $100.00 $100.00 11 Extra depth of water mains over 1 foot below the designed elevation as directed by eEngineer for all sizes of proposed waterline. LF 50 $5.00 $250.00 12 Ductile iron fitting TN 5.25 $100.00 $525.00 13 3312.0103 Connection to Existing 8" Water Main (see plan sheets) 33 12 25 EA 4 $1 500.00 $6,000.00 14 3312.2001 1" Water service includes 1" tap class A meter box & 1" cooper line 33 12 10 EA 22 $875.00 $19 250.00 15 Relocate water meter boxes EA 22 $150.00 $3,300.00 16 3312.3003 8" Gate Valve 33 12 20 EA 2 $950.00 $1,900.00 17 6 - inch Dr 14 (Gass 200) AW WA C900 PVC water pipe with blocking (including removal of existing waterline) LF 20 $37.00 $740.00 Total water Lines $109,958.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Redsed 20110621 2008 CIP Contract 5C Rattler Street and Richardson Street City Project No. 01233 004243 BID PROPOSAL Paget of SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Hem Information Bidders Proposal Bidlist Item No. Description Specification Sceliml No. Unit of Measure Bid Quantity Unit Price Bid Value SEWER 1 0241.2201 Remove Ex 4' Sewer Manhole 02 41 14 EA 2 $450.00 $900.00 2 3201.0400 Temporary Asphalt Paving Repair (6" flex base & 2" HMAC1 32 01 18 LF 1350 $8.50 $11 475.00 3 3201.0611 6" Conc Pvmt Repair per fig. 2000-2 32 01 29 SY 23 $130.00 $2,990.00 4 3301.0002 Post -CCTV Inspection 3301 31 LF 956 $2.00 $1,912.00 5 3301.0101 Manhole Vacuum Testing 33 01 30 EA 3 $100.00 $300.00 6 3305.0109 Trench Safety 33 05 10 LF 965 $1.00 $965.00 7 remove existing concrete pavement SY 23 $8.00 $184.00 8 3331.3102 4" Sewer Service, 2-Way Cleanout 33 31 50 EA 22 $900.00 $19,800.00 9 3331.4115 8" Sewer Pipe PVC PIPE ALL DEPTH 33 31 20 LF 956 $45.00 $43,020.00 10 3339.1001 (stall 4' Dia sanitary sewer Manhole 33 39 20 EA 3 $2150.00 $6450.00 11 3339.1003 4' Extra Depth Manhole 33 39 20 VF 10 $100.00 $1,000.00 12 Concrete encasement as directed by engineer LF 50 $31.00 $1,550.00 13 Watertight manhole insert EA 3 $50.00 $150.00 Total sanitary Sewer Lines $90,696.00 CITY OF FORT WORTH STANDARD CONSTRUCIWN SPECIFICATION DOCUMENTS Form Redsed 20110627 2008CIF Contract SC Fletcher Street and Richardson Street City Project No. 01233 00 42 43 BID PROPOSAL Page 3 of 3 SECCION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value PAVEMENT 1 0241.0100 Remove Ex. Sidewalk 02 41 13 SF 4637 $1.00 $4,637.00 2 0241.0300 Remove Ex. ADA Ramp 24113 EA 4 $55.00 $220.00 3 0241.0401 Remove Ex. Concrete Drive 02 41 13 SF 3190 $1.25 $3,987.50 4 0241.0700 Remove Ex. Brick Mailbox 02 41 13 EA 2 $50.00 $100.00 5 0241.1300 Remove Ex. Conc Curb & Gutter 02 41 15 LF 2248 $2.50 $5 620.00 6 0241.4000 Remove Ex. 5' Curb Inlet 0241 14 EA 1 $400.00 $400.00 7 0241.4003 Remove Ex. 20' Curb Inlet 02 41 14 EA 1 $800.00 $800.00 8 3110.0103 12"-18" Tree Removal 31 10 00 EA 2 $650.00 $1 300.00 9 3123.0101 Unclassified Excavation 31 23 16 CY 1242 $21.50 $26,703.00 10 3125.0101 SWPPP >_ 1 acre 31 25 00 LS 1 $300.00 $300.00 11 3211.0400 Lime 32 11 29 TN 96 $135.00 $12 960.00 12 3211.0501 6" Lime Treatment 32 11 29 SY 3968 $2.50 $9,920.00 13 3213.0102 7" Conc Pvmt 32 13 13 SY 3775 $32.50 $122,687.50 14 3213.0301 Construct 4"Conc Sidewalk 32 13 20 SF 7512 $3.50 $26,292.00 15 Gravel Driveway SF 85 $1.50 $127.50 16 3213.0401 Concrete Driveway 32 13 20 SF 4232 $5.25 $22 218 00 17 3213.0505 4' Barrier Free Ramp, Type E 32 13 20 EA 1 $1,100.00 $1 100.00 18 3213.0508 4' Barrier Free Ramp, Type H 32 13 20 EA 7 $950.00 $6,650.00 19 3216.0102 7" Conc Curb 32 16 13 LF 2016 $2.50 $5,040.00 20 3291.0100 Topsoil 32 91 19 CY 147 $15.50 $2,278.50 21 3305.0107 Manhole Adjustment 330514 EA 2 $400.00 $800.00 22 3305.0111 Valve Box Adjustment 330514 EA 5 $300.00 $1,500.00 23 Water Meter Adjustment EA 22 $35.00 $770.00 24 3349.5001 10' Curb Inlet 33 49 20 EA 1 $2,500.00 $2,500.00 25 3349.5003 20' Curb Inlet 33 49 20 EA 1 $4,750.00 $4,750.00 26 3441.4006 Install Alum Sign Ground Mount 34 41 30 EA 1 $400.00 $400.00 27 Remove Ex. Sign EA 1 $50.00 $50.00 28 3471.0001 Traffic Control 34 71 13 MO 7 $350.00 $2,450.00 29 Install Brick Mailbox EA 2 $700.00 $1,400.00 30 HMAC Roadway Transition Ton 5 $225.00 $1,125.00 31 Trench safety_ 5 Feet LF 30 $020 $6.00 32 Misc. Utilities Adjustment LS 1 $10,000.00 $10,000.00 33 Project Designation Sign EA 4 $150.00 $600.00 34 7 Inch Curb with 18 Inch Gutter (H.M.A.C. Transition Pavement) LF 100 $8.00 $800.00 35 Remove Ex. Conc. Pavement SF 3300 $1.00 $3,300.00 Total Pavements $283,792.00 Bid Summary Base Bid Unit I; Water Improvements $109,958.00 Unit II; Sewer Improvements $90,696.00 Unit III; Paving & Drainage Improvements $283,792.00 Total Base Bid $484,446.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS For, Resised 20110621 2003 CIP Contract SC hatcher Sired and Richardson Street City Project No. 01233 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of I SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. Tlie principal place of business of our company or our parent company or majority owner is in the State of Texas. 0 BIDDER: Company: McClendon Construction Co, Inc 3y: an MeC lcndAilV.Z322 Address: PO Box 999 Burleson, TX 76097 (Signature) Title: President Date: 5/10/2012 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Raised 20110627 2008 CIP Contract 5C Hatcher Street Richardson Street City Project No. 01233 111)4511-I IIIOI)RIRS I'ItI4)IJAl.Il9('AIIONS Page 1 or 1 SECTION 0045 11 131DD1?RS PI(f;QUAI,IFICATIONS 3 4 1. Summary. All contractors arc required to be prequalilled by the (illy prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalilicalion 6 Statement for the work lype(s) listed with their 13id. Any contractor or subcontractor who is 7 not ptequalilied for the work lype(s) listed muss submit Section 0045 13, Bidder 8 Prequalilicalion Application in accordance with the requirements below. 9 10 The prequalilicalion process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to he opened on the 7th of April must lile the information by the 31sl (lay of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a F3idder's 15 Prequalilicalion Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement Statement of Cash flows 20 (4) Statement of Retained turnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the lirm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of()rganizalion, Certificate of Formation, LLC 24 Regulations, (lerlilicale or1,imited Partnership Agreement). 25 c. A completed Bidder Prequalilicalion Application. 26 (1) The firm's Texas Taxpayer 1(Icnlilication Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a "Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.statc.Ix.us/axuermitl and fill out the 31) application to apply for your "Texas lax I I ). 31 (2) The l rm's email address and fax number. 32 (3) The f irm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the limn for firms 36 submitting (heir initial prequalilicalion.'I'hese resumes should include the size and 37 scope of the work performed. its e. Other information as requested by the City. 39 40 2, Prequalificalion Requirements 41 a. 1('inunchII (Vieth,moils . Financial statement submission must be provided in '12 accordance with the following: 43 ( I ) The City requires that the original Financial Statement or a certified copy 44 he submitted for consideration. CI 11 O1. PUR'I (NOR -III SIbVND/WI/CONS I RII(-I ION SI'11(1l9('AI ION 110(1 /i3,1IN'I'S Iiavi,ecJ Iu13 I. 2011 211118 ('II' ('nnlrael S(' I Weller Sircrl l Itichartson Stied 1 ily Project No. 111211 00 45 11-2 BIDDERS PREQUALIFICATIONS Page 2 of3 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the "Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. I I (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firtn's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last clay of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Pregnalifrcalion Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCtJNIENI'S Revised July 1, 2011 2008 CIP Contract 5C ❑atcher Street & Richardson Street City I'rojeet No. 01233 2 3 4 5 6 7 8 9 00 45 11-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d, tf a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS Revised July I, 2011 2008 CIP Contract SC 11aleher Street & Itichardsml Street City Project No. 01233 1 2 3 4 5 6 7 8 9 10 004512-1 PREQUAL1FICATION STATEMENT Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Improvements / `) ` lac li/ t, C. s1 ..1,--.4( Sewer Improvements I ` 11 11 r Paving & Drainage Improvements / MC[ (/t �6 G� / it j( S ` / // 720 /5 The undersigned hereby certifies that the contractors and/or subcontractors described in I 1 the table above are currently prequalified for the work types listed. 12 13 BIDDER: 14 McCI ndo 1 Construction Co., Inc. 15 P.O. Box 990 By: cbJ 16 Company Burhsen, TX 76097 17 18 19 Address 20 PAOs/e6 21 Title: 22 City/State/Zip (Please Print) 23 Signature: (eltlaGN- - ease Print) 24 25 26 27 Date: END OF' SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised duly 1, 2011 2008 CIP Contract SC Ilatcher Street & Richardson Street City Project No. 01233 9 I0 11 12 13 14 15 I6 17 18 l9 20 21 22 23 24 25 11 0 1 2 003513-I CONFLICT OF INTEREST AFFIDAVIT' Pagc 1 of 3 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth 5 (also referred to as "City") procurement are required to complete Conflict of Interest 6 Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure 7 Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the 8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may be downloaded from the website links provided below. http://www.ethics.state.tx.us/forms/CIO.pdf http://www.ethics.state.tx.us/forms/CIS.pdf CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: 26 27 McClendon Congtructlon CO" ltgy: 28 Company 29 Burbson, TX 76097 30 Signature: 31 32 33 Title: 34 City/State/Zip (Please Print) 35 36 Address CJTY OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 acr6A__ lease Print) 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No, 01233 FORT WORTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of 13alanee Sheet Nance under which you wish to qualify Marl: only one: Individual I..imitcd Partnership General Partnership Corporation '1I,imited Liability Company Post Office Box City State Zip Code Street Address (required) City State Zip Code 'Telephone Fax I? -mail Address Area Code Number Area Code Number Texas Taxpayer Idemillcalinn No. Federal Employers Identification No. DUNS No. (ifapplicablc) MAIL II IIS QUKS1'IONNAIRI ALONG WI'II1 FINANCIAL S"IATI_aVMFN IS TO: CITY OF I (Itl. VVORTI-I TEXAS IOOo-IIIttD('KMOIZTONS RI1'I FORD WOIZI II. -I'LXAS 76102-631 I AiNI)MARK-IIIIiI.NVI,l.11l'I.:"N11)I)iI(i'i OiIAIJFICATIOiNAPPI,ICAIIOiN" 004513-2 BIDDER PREQUALIFICATEON APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm. (Check the block(s) which are applicable - Block 3 is to be left blank if Block I and/or Block 2 is checked) has fewer than 100 employees and/or has less than $6,000,000.00 in annual gross receipts OR does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LE or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and stnaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 1 8-inches — 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CCTV, 42-inches and smaller CCTV, 48-inches and smaller Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller CITY OF FORT WOW ri STANDARD CONSTRUCTION SPECIFICATION DOCIIMIENTS REVISED July 1, 2011 BIDDER PREQUA MAJOR WORK CATEGORIES, CONTINUED Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches and smaller Sewer Cleaning , 42-inches and smaller Sewer Cleaning , All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, I2-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 10,000 square yards) Asphalt Paving Construction/Reconstruction (10,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 10,000 square yards) Concrete Paving Construction/Reconstruction (10,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY Y OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1,2011 004513-3 (CATION APPLICATION Page 3 of 8 00 45 13 -4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 I. List equipment which you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present business name? List previous business names 3. How many years experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub -Contractor? 4. * What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER * If requalifying only show work performed since last statement. If so, where and why? complete a contract? If so, state the name of individual, other organization and reason. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1,2011 00 45 13 -5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 3 7. Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of individual, name of owner and reason. 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. Give names and detailed addresses of all producers from whom you have purchased principal materials during the last three years? NAME OF FIRM OR COMPANY DETAILED ADDRESS I I. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12 What is the construction experience of the principal individuals in your organization? PRESENT POSITION NAME OR OFFICE YEARS OF CONSTRUCTION EXPERIENCE MAGNITUDE AND TYPE OF WORK N WHAT CAPACITY CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1, 2011 00 45 13 -6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 ... — ._ , . , — . e.. . e. J . .... ,-. J w .o ^„ , .-... .— City employee, please list the name of the City employee and [he relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CORPORATION BLOCK If a corporation: State of Incorporation CORPORATION BLOCK If a corporation: State of Incorporation PARTNERSHIP BLOCK If a partnership: State of organization Date of Incorporation Date of organization Charter/File No. Is partnership general, limited, or registered limited liability partnership? President Vice Presidents File No. (if Limited Partnership) General Partners/Officers: Limited Partners (if applicable): Secretary Treasurer LIMITED LIABILITY COMPANY BLOCK If an LLC: State of Incorporation: Individuals authorized to sign for partnership: Date of Organization: File No. Officers or Managers (with titles, if any): Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1, 2011 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ TOTAL ITEM QUANTITY ITEM DESCRIPTION BALANCE SHEET VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL Similar ypes of equipment may be lumped together. if your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as' various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. CITY OF PORT WORTIi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1,21111 00 45 13 -8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 STATE OF COUNTY OF BIDDER PRFQUALIFICATION AFFIDAVIT The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as wall as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing stsatement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1. 2011 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 01233. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 pp ra..., nc�n By: 13 Comb I4 15 16 Address 17 18 19 City/State/Zip 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEF,DRE ME, the undersigned authority, on this day personally appeared 27 bit_ Me dow., , known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acktl y ged to me that he/she executed the same as 29 the act and deed of DAN McCLENDON, PRE. for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GI EN UNDER MY HAND AND SEAL OF OFFICE this aIJ clay of 33 ,t,,„ / , 20/ 2.- 34 McClondon Construction Co., Inc. w e on, TX 76097 DAN Mr,CLENDOU, PRESIDENT ease Print) Signature: Title: DAN McCLENDON, PRESIDENT 35 36 37 38 39 40 (Please Print) Mat) Notary Ptib11E in and for the State of Texas END OF SECTION an, OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 9/7%-s MARY J. PORTER MY COMMISSION EXPIRES 'kW" September 17, 2016 2008 CIP Contract 5C Flatcher Street & Richardson Street City Project No. 01233 004539-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 1 SECTION 00 45 39 2 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL 3 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. 6 If the total dollar value of the contract is less than $25,000, the M/WBE goal is not applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the 11 City on a contractual basis. All requirements and regulations stated in the City's current Minority 12 and Women Business Enterprise Ordinance apply to this bid. 13 14 MAYBE PROJECT GOAL 15 The City's M/WBE goal on this project is 22% of the total bid 16 (Base bid applies to Parks and Community Services). 17 18 COMPLIANCE TO BID SPECIFICATIONS 19 On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's 20 M/WBE Ordinance by either of the following: 21 1. Meet or exceed the above stated M/WBE goal, or 22 2. Good Faith Effort documentation, or; 23 3. Waiver documentation, or; 24 4. Joint Venture. 25 26 Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered 27 non -responsive. Any questions, please contact the M/WBE Office at (817) 212-2674. 28 29 SUBMITTAL OF REQUIRED DOCUMENTATION 30 The applicable documents must be received by the Managing Department, within the following 31 times allocated in order for the entire bid to be considered responsive to the specifications. Th` 32 Offerorshall deliver afar doeumentation in person io tha appropriate employee a£ th 33 Managing Departnientand=obtain a datelttme recei t, Stich receipt Shalt be evidence that the Cit 34 i eccived the,dticie entatian'in the time alloeatedr A #axed c p will not be aeceptedj 35 1. Subcontractor Utilization Form, if goal is met or exceeded: received by 5:00 p.m., five (5) working days after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: received by 5:00 p.m., five (5) working days after the bid opening date, exclusive of the bid opening date. 3. Good Faith Effort and Subcontractor Utilization Form, if no NUWBE participation: received by 5:00 p.m., five (5) working days after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: received by 5:00 p.m., five (5) working days after the bid opening date, exclusive of' the bid opening date. 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. received by 5:00 p.m., five (5) working days after the bid opening date, exclusive of the bid opening date. 36 37 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 30, 2012 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 005243-I Agreement Page I of4 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on August 21, 2012 is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and McClendon Construction Co., Inc., authorized to do business in Texas, acting by 6 and through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Pavement Reconstruction and Water and Sanitary Seiner Main Reilacenrent an Portions of 16 Hatcher Street and Richardson Street 17 City Project No. 01233 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 220 calendar days after the date 24 when the Contract Time commences to run as provided in Paragraph 2.03 of the General 25 Conditions. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that City will 28 suffer financial loss if the Work is not completed within the times specified in Paragraph 29 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 30 General Conditions. The Contractor also recognizes the delays, expense and difficulties 31 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 32 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 33 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 City Four Hundred Twenty Dollars ($420.00) for each day that expires after the time 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. CITY OF Fon2T WORTH Pavement Recorrslruction and lYnter and Sanitary Surer Mao, Replacement on Pm4i0ns of Hatcher Street and Richardson Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01233 Revised August 17, 2012 005243-2 Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 City agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of Four Hundred Eighty-four Thousand Four Hundred 40 Forty-six and no/100 Dollars ($484,446.00). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between City and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form 48 1) Proposal Form 49 2) Vendor Compliance to State Law Non -Resident Bidder 50 3) Prequalification Statement 51 4) State and Federal documents (project specific) 52 b. Current Prevailing Wage Rate Table 53 c. Insurance ACORD Form(s) 54 d. Payment Bond 55 e. Performance Bond 56 f Maintenance Bond 57 g. Power of Attorney for the Bonds 58 h. Worker's Compensation Affidavit 59 i. MBE and/or SBE Commitment Form 60 3. General Conditions. 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and, if issued, become an incorporated part of the Contract Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 CITY OF FORT WORII-I Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Hatcher Street and Richardson Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01233 Revised August 17, 2012 005243-3 Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, bold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused, in whole or in part, 94 by any act, omission or negligence of the city. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 99 have the meanings indicated in the General Conditions. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the City. 103 7.3 Successors and Assigns. 104 City and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon CITY and 111 CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Hatcher Street and Richardson Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01233 Revised August 17, 2012 11 u i i i i 005243-4 Agreement Page 4 of 4 116 7.6 Other Provisions. 117 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 118 classified, promulgated and set out by the City, a copy of which is attached hereto and 119 made a part hereof the same as if it were copied verbatim herein. 120 7.7 Authority to Sign. 121 Contractor shall attach evidence of authority to sign Agreement, if other than duly 122 authorized signatory of the Contractor. 123 124 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 125 counterparts. 126 127 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 128 129 130 131 132 133 134 135 136 137 138 Contractor: By: McClendon Construction Co., Inc. (Signature) Title: (Printed Name) DAN McCLENDON, PRESIDENT City of Fort Worth By: Fernando Costa Assistant City Manager Date Attest: City Secretar (Seal) Address: PO Box 999 M&C C-Z5790 Date: f3 (zj /1? City/State/Zip: Burleson, TX 76097 Approved as to Form and Legality: Date OFFICIAL RECORD CITY sUCRETARY s, TX CITY OF FORT WORTH mi r/k uC . r `e6 / Douglas W. Black AtifrAssistant City Attorney APPROVAL RECOMMENDED: Douglas Wiersig, PE DIRECT Transportation and Public Works Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Hatcher Street and Richardson Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01233 Revised August 17, 2012 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 SECTION 00 61 13 PERFORMANCE 130ND § § 006113-I PERFORMANCE IlONI) I'agc I of 3 Bond No. TXC100019 KNOW ALL BY THESE PRESENT'S: 8 That we, McClendon Construction Co. Inc., known as "Principal" herein and 9 Merchants Bonding Company , a corporate surety(surclics, if more than 10 one) cluly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, Four Hundred Eighty- l3 four Thousand Four Hundred Forty-six and no/100 Dollars ($484 446.00), lawful money 14 of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which 15 sum Well and truly to be made, we 1)111(1 ourschies, our heirs, executors, administrators, successors 16 and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the 21st day of August, 2012, which Contract is hereby referred to and made a part 19 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor nt(1 20 other accessories defined by law, in the prosecution of the Work, including any Change Orders, 21 as provided for in said Contract designated as Pavement Reconstruction and Water and Sanitary 22 Sewer Alain Replacement on /'unions o/ Ila/cher Sn eel and Richardson Street 23 City Project No. 01233 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and 26 faithfully perform the Work, including Change Orders, under the Contract, according to the plaits, 27 specifications, and contract documents therein referred to, and as well during any period of 28 extension of the Contract that may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full force and effect. Cr1'\' OF rola'I' \VOIt'rl i l'ur,•nwul RdrnnstrueHmr oud I Pratt iimrsammry Sever Main iteplacemrn! on 1'arliun3o1 /Weber Siren and Itichardvon Street STANDARD CONSTItUCI'ION sitetFICATR)N DOCUMENTS ('ay l'rnleet \'n. 01233 Revised July 1. 2011 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0061 13.2 PERFORMANCE BOND Page 2 of 3 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of 'I'cxas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrumt+nt by duly authorized agents and officers on this the 21" day of August, 2012. PRINCIPAL: McClendon Construction Company, Inc. ATTEST: (Principal) c ctary 1Vitness as to Principal 39 Witness as to Surety 40 41 42 43 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 44 from the by-laws showing that this person has authority to sign such obligation. If 45 Surety's physical address is different from its mailing address, both must be provided. 46 The date of the bond shall not be prior to the date the Contract is awarded. 11Y: Signature DAN IVIcCIENDON, PRESIDENT Name and Title Address: Po Box 996 Burleson, TX 76097 SURETY: Merchants Bonding Company fer J. Clark, Attorney -in -Fact Name and Title Address: 2100 Fleur Drive Des Moines, TA_5Q171 Telephone Number: (515) 243-8171 CITY OFFORT WORT'!I Pavement RecomThicilon and ll'ater and Sanitary Sena Ahun Replacement on !'nrtiars of Hatcher Silver are! Richard on Slrccl STANDARI) CONSTRUCTION SPECIFICATION DOCUMENTS City Prntcet No (11233 Revised July 1.2011 006113.3 PERFORMANCE BOND Page 3 of 3 CPI'1' OF !vier WORrl1 /'aroruent Reconstruction and Water and San0arp,1'etter tlanr Heplaccruent uu Portions of !hitcher Sorel oral Richardson Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project i\'a 01233 Revised July 1.2011 SECTION 00 61 14 2 PAYMENT BOND 3 4 TIIE S'I'A'I'E OI' TEXAS 5 6 COUNTY OF TARRAN'I' 7 8 § § (I(I6111-1 ih\1'NIl NI' II0N1) Page 1 of 2 Bond No. TXC100019 KNOW ALL IlY THESE PRESENTS: That wc, McClendon Construction Co, Inc, known as "Principal" herein, and harit Bondina Comnan a corporate surety ') (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal I 1 corporation created pursuant to the laws of the State of texas, known as "City" herein, in the 12 penal sum of Four Hundred Eighty -fiver Thousand Four Hundred Forty-six and no/100 Dollars 13 ($484A46.00), lawful money of the United States, to be paid in Fon Worth, Tarrant County, 14 Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, 15 executors, administrators, successors and assigns, jointly and severally, firmly by these presents: 16 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 17 21' day of August, 2012 which Contract is hereby referred to and made a part hereof for all 18 purposes as if fully set firth herein, to furnish all materials, equipment, labor and other 19 accessories as defined by law, in the prosecution of the Work as provided fix in said Contract and 20 designated as Pavement Reconstruction and Water and Sanitary Sewer Alain Replacement at 21 Portions of Hatcher Street and Richardson Street 22 Cio' Project No. 01233 23 NOW, 'I'IIEREFORE, THE CONDITION OF 'I'IMIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the 'texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall he and become null and void; otherwise to remain in full 27 force and effect, 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined h1 30 accordance with the provisions of said statute. CITY OF PORT WOlt'r1I STANDARD CONSTRUCTION SI'ECIPIcA floN DOCUMENTS Iteviscd July 1.2011 hmimmi necon.vnreuorl and baler and S'annmy.Serser IO&keuamt On Portions of Hatcher Street and Richardson Street City Project No. 01233 00611d-2 I'AYMIiN I' BOND Page 242 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 21st day of August, 2012. 3 ATTEST: 6)07.41, (Principal) S(jf r ary Wilncss as to Principal ATTEST: PRINCIPAL: McClendon Construction Co., Inc. BY: gnaturc DAN M.rGLEMDON, PRESIDENT Name and Title Address: PO Box 999 Burleson, TX 76097 SURETY: Merchants Bonding Company Jennifer J. Clark, Attorney -in -Fact (Suret)f) Secretary - Name and Title Witness as to Surety Address: 2100 Fleur Drive Des Moines, IA 50321 Telephone Number: (515) 243-8171 'I 5 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 6 bylaws showing that this person has authority to sign such obligation. II Surety's physical 7 address is different from its mailing address, both must be provided. 8 9 10 The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORT' I Pavement Reconstruction and II user and Sa:nfary Smser Replacement On Portions of !!archer Street and Richardson Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project A'o. 01233 Revised July 1, 2011 2 SECTION 00 61 19 MAINTENANCE 130NI) (106119-1 MAINTENANCE BOND Page 1 of Bond No. TXC100019 3 4 THE STATIC OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we McClendon Construction Co., Inc., known as "Principal" herein and 9 Merchants Bonding Company , a corporate surety (sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one I I or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as "City' herein, in the sum of Four Hundred 13 Eighty-four Thousand Four Hundred Forty-six and no/100 Dollars 14 ($484,446.00), (awful money of the United States, to be paid in Fort Worth, Tarrant County, 15 'Texas, for payment of which sum we11 and truly he made unto the City and its successors, we 16 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents. 18 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the21st clay of August, 2012, which Contract is hereby referred to and a made part hereof for all 21 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 22 as defined by law, in the prosecution of the Work, including any Work resulting from a duly 23 authorized Change Order (collectively herein, the "Work") as provided for in said contract and 24 designated as Parenrent Reconstruction and (Pater and Sanitary Sewer Main Replacement on 25 Portions of Thacker Street and Richardson Street 26 City 1'raject No, 012.3.3; and 27 28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 29 accordance with the plats, specifications and Contract Documents that the Work is and will 30 remain free from defects in materials or workmanship I'or and during the period of two (2) years 31 after the date of Final Acceptance attic Work by the City ("Maintenance Period"); and 32 (Iry Or Foal wont it STANDARD CONSTRUC PION Sl'ECIFICA'IION DOCUMENTS ltcnscd July 1. 2011 Pavement Hvron.arnclion and (rater .Satatar Sewer .(Maui Replacennnlls On Portions of Hatcher Street' and Richardson Street City Project No. 0/233 IIII 61 19 . 2 MAIN l'ENA NCli BONI> Page 2 of 3 \VIIEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice Irons the City of the need therefor at any Time within the Maintenance 3 Period. 5 NOW THEREFORE, the condition (Willis obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by City, to i1 completion 7 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 8 full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall Mil so to repair or reconstruct any timely I I noticed defective Work, it is agreed that the City may cause any and all such defective Work to 12 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 13 the Surety under this Maintenance bond; and 1,1 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FIJR•I'1IER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 CITY bt' PORT' w(ICrl1 STANONtl) CONSTItuertoN SI'FC119CA l ION I)OCtIMV.NIS Revised July 1. 2011 /'aveouna Recon.groelton and 'Voter SanitarySewer er Akan Replacements On Portions gjllalcher Street and Richardson Street City Project No. 01233 006119.3 hIAINrliNANCI: BON1) hp 3 of 3 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 21 S' day of August, 2012. 3 4 5 6 7 8 9 10 ATTEST: 11 12 13 (f'rincipnl)i 4 r_clary 1.1 15 10 17 18 19 20 21 .2.) 23 2'1 25 26 27 28 ' I TIzS'I 29 30 31 (Sure 32 33 34 itncss as to Surety 35 36 37 38 39 40 PRINCIPAL: JvlcClcntl_onstruction Co., Inc, BY�i�� Signature DIN MCCLENDON, PRESIDENT Name and Title Address: PO Box 999 Burleson, TX 76097 SURETY: Merchants Bonding Company Jennifer J. Clark, Attorney -in -Fact Name and Title Address: 2100 Fleur Drive Des Moines, IA 50321 Telephone Number: (515) 243-8171 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surely's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. Crl'Y Of FOICr 11'OR'rl I STANI)ARDCONS'I'RUCI'ION SPECIFICATION I)OCUMIix.rS Revised July 1, 2011 Pavement Reconstruction and Water Sanitary Sewer Main Heplacenienis On Portions of Hatcher Street and Richardson Saver City Project No. 01233 MERCHANTS BONDING COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll -free telephone number for information or to make a complaint at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX (1/09) MERCHANTS BONDING COMPANY,, POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint, individually, Betty J Reeh; Bryan K Moore; Gary Wayne Wheatley; Jennifer J Clark; Joseph Hal Clayburne; Michael D Hendrickson; Pat J Moore; Richard A Deal of San Antonio and State of TX their true and lawful Attorney -in -Fact, with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: THREE MILLION ($3,000,000.00) DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof, the Companies have caused this instrument to be signed and sealed this lst day of January , 2012 . MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. By STATE OF IOWA COUNTY OF POLK ss. President On this 1st day of January 2012, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written. MARANDA GREENWALT • ICommission Number 770312 My Commission Expires ow October 28, 2014 STATE OF IOWA COUNTY OF POLK ss. / 1 41-Cr6If.1 j LLrr (,,03/d�t `,.+ Notary Public, Polk County, Iowa I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., 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 still in full force and effect and has not been amended or revoked. 17.0 7";ire-z :, Secretary 11119 ENDORSEMENT GRANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CONTRACTOR'S BLANKET ADDITIONAL INSURED ENDORSEMENT 1N. endorser.. noddies hyrax. wailed under the fobfhg: COMMERCIAL OENERAL LIABILITY COVERAGE FORM Mot One terms, provh1On., eldusun0, and fmsleGons of the coverage ram eppy saoepl es apedtcay slated below. Pocky Number CPP2051702 Agency Number 768324 Policy Effective Dal. 01/31/2012 Pocky Espiralbn4Cancollation Date 01/31/2013 Dale 01/31/2012 Account Number 20022170 Named Insured 0C NCCL51ry0:r CONSTRUCTION0PAI,Y. I CC. Agency IBTX RISK SERVICES Issuing Company AI/ERISURE MUTUAL DISCO. 1. SECTION E• WHO 19 AN INSURED Fs Guarded b add as an hared any person of orpanUaten Mom you re required to add as en edRkrei Insured on Uaa porioy vdr a veil. soured or miler armor..,elea g Io your bushes. The wrdkn contract or w04e0 agreement mast require 9d*}Plal Inured status For a line prod dufng the lean d Its poky and be erea,ted prior b 'body kpsy', 'properly damage', or-personal and aderkhg Ir... Wog rise b e doerm under this poky. H, however, 'your oo•le was caweerrod sack e letter or Mee or work order, saki b a subsequent make. lov ..V.0'.Pa7 30 days km such fMmente erg and M01. ouslaw re whose autar ...raats regd. e They be named ne ad*iond Insureds, we vat provide edddcnal hares Naha as 4Peo4ed h leis endorsement 2. SECTION I• WHOIS AN INSURED Is emended to add the hawk. II Ito 0dd6So1al Insured k: s. M h0Fvid„ol, their sperms is also m nd$onal hared. b. A parhrahp ap'sx woke, members. prayers, and Oat spouses are also ...coal Insureds. a A BaledkoteDyooapony, mentors cod monomers Wo also oddliad Insureds. M or4rvra5en other pen a p.nnershp, pool woke or forged Fatty cor,pany. exoNne Ways red ofedors of the agaar0on re also °animal hsureds. Storlho'dns ere also oddkoal Insureds, but only w4h nespect b that leaky es stodhc tiers. e. A Yost Yokes ere peso Insured., but any with respect to That ddile. es Mateo.. S. Tho Matson. porWAlo to oddn0n1l Inured uWa Uhk rndarmat 1T 4.008 as !okay Thal person or rgantraket b my en addoonal hared meth respect it kabala eAskg oeA of: (1) Premises you am rent. Seas, of occupy: or (2) Your ahpdrg operatlrl., unees ha weliM contract or written sgr0M0nt else reghyre. complied operat'ons m.o. (r wording to he soma effect), h which case he coverage provided Mal extend to your compiled opetatoos For Ind edenkn't Insured. Premises, es respects Ns pronv'rx Mai bch0e common or pubic areas about each pe7i1es K To required Inge wrkteo oatwact of mLlan agreement. lades copyrigh4ed m .dal of Ins. enee Service. Olke, Inc. C070650510 Pagel oft Policy number: CPP2051702 hosed Insured: McClendon Construction Coxany, Inc. (2) Cease any kin. 11.0e, llhpment, oanign ant or eayo0yer method etdfsVBVbn of Ikea shier products 1»yl i Fas been determined Ihal Ba such products en Dee Iran defects Thal could be a cause or foss under he Insurance. 10. UNINTENTIONAL FAILURE TO CI9CLOSE HAZARDS Pregesph 8. Represenl.Ions Is keeled and repla.d with the kWh. 6. Reps.sntelions M.ec.$Tng Ots poky, you agree: e. The slalmads In Co Dedas ens ere accurate end ample*: b. Those st er.ads are based upon represrse9ons you mach IV us: eat o. Wo have Issued Ns poky In rekance upon yelrreprasenta8on0 We is* not deny ooreeage under this coverage part lyou ueteo5rhdj lei to dodos. el hazards .ehDg as o4O,e kae.on dada of this poly. You rowel report b ue wry bwn*dge d en ens Cr onYslon h the desairron of arc/ penises or opns8ms {Mended lo be covered by the Coverage Form ns soon as pr1C..ble skills discovery. lbwever. Ns provision does not effect our rl9M b opted nddtonsl premium or exercise our fight of cancelatm or no/seeds.. 17. TRANSFER OF RIOHTS (BLANKET WAIVER OF SUBROGATION) Prt...0 5. Transfer of IUOhb Of Recovery Against Others To Mils deleted and replaced nth One folowig: h l the Inured has fights to way ea of part el wry mow. we have nude un0or this Cowie. Fro. hose tights are Vaar0red b us. The hared must do nosing eh. loss L Imp.* gem. M our request, hehaaed.91 bring 'WTI or kale. lose rlo..bus end help us ea..them Kaman If he Insured has %shod rights is rawer trough a we'alo° 0orere=t, of ryas work was ccrranenced older a *elk of Intent et wadi order. sltf rl Io a subsequent reduclon bvr4ig0ih customers whose customary 0a61a0s require a waW.we waive any right of recovery we may have cadet Ns Core/egg Form 1B. EXTENDED HOTICB OF CANCELLATION AND NONRENEWAL Peregvaph 2.b. oI A. Csnoe6sllon of he COMMON POLICY CONDITIONS Is deleted end replaced v dh /s fdowhg: b. 80 do . Ink o he effective date of Ile cenoe0et4n i we cancel kr et, abet reason Under SECTION IV - COMMERCIAL OENERAL LIABILITY CONDITIONS, Pragreph /. WMn We Do Not Noe. IS deleted end teetered with the fdtrekv 0. When Ws Do Not Renew We may area motto renew Ns pokey except, gut under he prone ens of he Texas Llama Code, no trey rd nose b renew lie potty sole:/ because Po plll)4older Is an elected Mehl. Owe efecl not 10 renew Nspoky, we may do so by me grdeawing le the fad Named hared, el the lest melmg addese known to us, kitten no&e of oar 0nawar,gaged he reason for mrenewa4 d Wet 03 days before he expke6on dale. Hooke Is reared or deafered less Man fA weskittoonke Npmaledn oar&Beefed Eared peemkan fr .oy period d61aMOMISatwOe1e dais on extents beyond he °OP regon dale vN be carpu:ad pro role based co he prehous year's weaken. o. II notice b mated, proxt0 roaring %91 too YAW.. proof d nodes. d. The kende( pork/folder between ad itsd companies wWab to were halrence group Is not .matured a refusal 10 rues. 10. MOBILE EQUIPMENT REDEFINED Under SECTION V - DEFINITIONS. paa9sp112. 1.1.4e equipment'. paragraph 1. (1) does not apply 10 e40. propelled vdlces of lea. Con 1,000 ponds gross while welgt hat we not de for Iiglmay use. Induces o7PAlghlednelcld d hswen0e Seldom OMae, k3a C0 70 8)1109 Ors a}y opetenc.s, as reaped, Its provision, does not apply b'bodrybTwy of 'propery...age ocard g stun. (a) AS work hdudag materiels, pert. of sgnpnx0A Axrlshed In Ca-Pecdon MM "KB wok an to prclia (aver loon .enia, m,Merwlca or wake) to M ...wed by or M beherof the eddlornl Insured(T)ellh.al doe covered opaaeons has been om1ad014 or (b) That Kohn of'yorxrwk'oa of which he V4uryor damage arises has been put it 6a blended use try any Demon or rg.irelbn other Owl mother contractor of s Wa0axbr engaged In pedant g operations ter a phwtpal as a pat of 6s same project. b. The rots of Murano°ap{1U001e tothe ed,Tktd kneed re theleesl alto. aped0ed I uesswtlen antra. or when agreement or In the Dechaders of His poly/. The lots oflnsvrnce spokceb'. to the eddleonai Insured are kol rive of end nd h oddtan b lho kmU of hswaxe Moen 1n the DOCIef ms The eddihnal Insured delus provided by Uhl endasennr1 does not extend bey0M the ex1Yelonor Irmnan.n of a moires base or rental egree1nr1 nor beyond the Term of Ns poky. d. N a ashen contract cc widen agreement as Wined .bore requires tol ndlikod hared slaws be ppro.Ned by the use of CO 20 10 11 85, hem the lams of cal c d...rite., Mich skin re sin below, re Ynoorpraled Into Ih0 eMasement as respects such a060au1 laved, b Lhe aria( that such terms do not resbktcoverage ahemms° provided by NT endasemeat ADDITIONAL INSUREDOWNERS, LESSEES OR CONTRACTORS (FORM B) Teas endorser.. nodes Insurance provided under the k bavIng: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE llama of Pekoe, O,O.yzaoar Wankel Wtere Rego0ed by WI0*n Contractor Agreemra that Dye leans of CO 20101185 apply, (If noel -By appears abova hie.... moored to oanph: Ns endorsemsM wi yes shown In Pe 0edare0ms as apple.. to via and teemen .) WHO IS AN INSURED (Seo0o n II) le amended it Iodide as en insured he person or organ/Talon shorn In he Srh0A4o. tut arty wilt respect to Tebity Ms'ng od of Iris work' ter that keyed by a ter you Agana. Sakes ODioe. Ira, 1981 CO 201011 65 e. The Insurance prodded to he sddtlmd htued does not spot, to 'body kW, 'property damage', or 'personal end odorA.ig k yrerf arising al of an rdaou's. engineer's, r sernereo 1.drk2 of ex feriae b fader any profetdasal services locking but not hied b: (1) The preparing, appnnrg, of king b prep.. or epprore naps, dreg/ago op:nbra reports, surveys. thege orders, des'gn apedticabak and (2) Supervisory. Inspection, Of engne0Yg Tonkel. I. SECTION N- COMMERCIAL GENERAL LIABILITY CONDITIONS, p.ageph 4. Olhar insurance is deleted end repkued nth 9e following. 4. 01herinlnl.Me. Airy carnage prodded In fir endorsement Is era'sores.y other yard sod coledble it*Aenee ev46eN4 heedrElonalkneed whether prh.y.excess. oorWsgeat, r On sy0h0 basis Wes. ge%Olen mnk ela wdlN8 [tmente. requk00 that Ott homee be printery, In Mach one Uta kntr.hm oil to pinery MOwA oatrtaim ham arch ogler hyaena amiable Io he 141Eord Ivied. 0xkldes toPyrlgnted n0ladal of insurance Se.... 011oe, Ira CO 70 650510 Peg.2 of 2 Policy l:urber: CPP2051702 Named Insured: NcClendon Construction Comany, Inc. COMMERCIAL GENERAL LIABILITY CO 02 05. 66 THIS ENDORSEMENT CIIANGES THE POLICY. PLEASE READ IT CAREFULLY. "I OCAS CHANGES -AMENDMENT OF CANCELLATION PROVISIONS OR COVERAGE CHANGE Tits n iorseme 8 modSea kuvsrce prided hode, he telexing: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIAORITY COVERAGE PART OWNERS AM CONTRACTORS PROTECINE LIAUIITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCT67COMAETED OPERATIONS LIABILITY COVERAGE PART RA1Id1OAO PROTECTIVE LIABILITY COVERAGE PART In he oval of Wrr.leer n of Wahl Malta that reduces or resMcs he Yawata e1dded by Ns Caere. Pert we *lee b mil mix waken nog. ol cahcaia0m or mated. change la 1. Name: 2. Address: 3. Numbaf of day. advance notice. 30' SCHEDULE ANY PERSON OR ORGANIZATION FOR WHOM THE NAMED INSURED HAS ENTERED INTO A WRITTEN CONTRACT MOH REQURES WRITTEN NOTICE OF CANCELLATION AS PER CERTIFICATES ON FRE W(TN THE COMPANY pl no may appwa above, Namara repYed to ow*. Ns. doow .4.Al be Moms h the Dada...Bons ea .419Fi4M to his endorsement. ) 'EXCEPT IN 1HE EVENT OF GWCELLATION FUN THE NONPAYMENT OF PHEMNM FOR WM(ll 10 DAYS NOTICE SHALL DE GIVEN. CO020501 to CopyvdghL hnxonco Services OFfco. Inc.. 1994 Page I of l 0 Pegs lof9 Policy Nuaberb CA2051701 Named Insured: NCClendon Construction Company, Inc. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS ADVANTAGE COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT This endorsement modifies Insurance provided under the O US1NE5a AUTO COVERAGE FORM WW1 respect o coverage provided by W s endorsement, the provisions of the Coverage Form apply unless modeled by ;An enommvn. The premium for INS endorsement Is $ 1, BROAD FORM INSURED SECTION II • LIABILITY COVERAGE, A.1. Who Is An Insured Is amended by the addlion of the following: e. Anyorgamanonyou newdyacgke or form, other than a partnership, Joins Venture or Ina0d Sadly company. and over wt1ch you maintain wrnenship o, a majority Nieces'. nil quality as a Named insured, However. (11 Coverage under Nis provision is alluded only un0 the end o1 the pokey period; (2) Coverage does not apply le-accidents'orloss' that occurred before youacoared or formed En organba'Jon; and (3) Coverage does not apply to an orgardzalon that B an insured' under any othei poky ofwould be an 'insured' but nor ks lemina000 or the exhausting of ins 14Nt of Insurance. • Any -employee ofy10 osr9. (1) Acovered 'Gad you do notorm, hire or borrow, or a covered -auto- not owned bythe 'employee'or a menthe of Ns or her household, Mlle performing duties related to Eta conduct of your business or wiz Waft/Mal aaa'aa; (2) M'auto• liked or rented under a contract Or agreement in 'hal.emp1G/eeY name. with Your permission, radio perbrmng duties related to the conduct of your business. However, your 'mlpbyee' does not goaly as an insured under this paragraph (2) while Using a cowed -auto- mated from you or from any member: of Ilw'employee's'household. 1. Your members, If you are a Smiled Bab1Aycompany. while using a covered 'auto" you do not own. hire or borrow and vile performing dales related to 'he conduct of your business or your personal affairs. My person or organization with wino you agree in a written contract, wtklen agreement orpenwl. to provide insurance such as Is alforrkd under this pokey, but omy with respect Io your covered 'autos'. This provision does not apply. (1) Umess the svrkten con*act et agreement is executed or the permit Is issued prior to the 'bodily Injury' or'Property damage; (2) To any person or organization included as en insured by an endorsement or In the Beau aborts; or (A Tn any Mssn of 'mans' unless: (a) The lase agreement requires you topple direct primary Insurance for the lessor; (b) The "auto' N lased without a driver; and (c) The lease had not expired 0. includes copyllghted material of Inwood, Servkes Office, Inc., with Ns permasln. Copy,4 h1Innwance Services Okke, Inc, 2005 CA711000oe Pagel ova Po11ny Nued eY: CA2051701 Named Insured: McClendon Construction Company, Inc. (1) Wear and tear, freezng, mechanical or electrical breakdown. However, Ws exclusion does not Include the dadwge of an airbag. (2) Blowouts. punctures or other road damage to Ores. 0. GLASS REPAIR -WAIVER OF DEDUCTIBLE Section 111 - PHYSICAL DAMAGE COVERAGE, D. Deductible's amended to add the blowing: No deduc*Eb apples to glass damage 4 the glass is repaired rather than replaced. I. COLLISION COVERAGE- WAIVER OP DEDUCTIBLE Under Section 01- PHYSICAL DAMAGE COVERAGE, D. Deductible Is amended to add the following: WMn them Is a Insc I your rwer0-al de Inured for Cralsnn ('nwxa)A, ion hvkrra4A wmY apply If Its Iwo was caused by a collslon with another "silo" insured by us. 10. KNOWLEDGE OF ACCIDENT Under SECTION N • BUSINESS AUTO CONDITIONS, A. Loss Conditions, 2. Duties In The Event Of Accident, Claim, Suit Or Loss. paragraph e, Is deteld and replaced by Use fallowing. a. You must see o k that we are notified as soon as practicable of anbc<Ident•. GahR'sok or'loss'. Knuat_dge of an'acddene, 'sue or moss' by your 'ernployeos-visas not In Itself, constitute knowledge to you unless one of your partners, executive 'Akers, Greeters, managers, or members (f you area Boded liability company) has knaAsedge of the :accident. dako. •%GC otiose, Notice should Include: (1) How, wilco and vehere the'occldenr or loss" occurred; 121 The Insureds' came and address: and (3) To the extent possible. the names and addresses of any Injured persons and witnesses, 11. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION) Under SECTION IV • BUSINESS AUTO CONDITIONS. A. Loss Condlllons paragraph S. Transfer Of Rights Of Recovery AgMost Mars To Us Is deleted and replaced by the W kwMg: S. Teen she Of Rights Ol Recovery Agelnsl Olha,a To Us If any persona organization to or for %ilom we nuke payment under Ws Coverage Form has rights to recover damages from mother, those rights aro transfetrd to us. That person or organization must do everything neceasaey to aeon our, ;Val and Must do nanhI; yake,'aceNo,t' a lane lu n6u4 U,em. However, l Iho insured" has waked rights to recover Uvougl: a written convact et If your work was commenced under a letter of intent or work order, %dole t to a subsequent reduction n wrk:g win CUTIO01e15 whose customary contracts require a waiver, we waive any dad of recovery, we may have under 04s Cowing° form 12. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Under SECTION IV • BUSINESS AUTO CONDITIONS, B. Genteel CondNlom, paragraph 2. Concealment, Mil noon enlaUon Or Fraud Is amended by the addition of the following: We will not deny coverage under this Coverage Form if you unintentionally le o disclose al hazards existing as of the hceplbn date of this poky. You must roped to us aryknowledge of an error or omission In your repesentakos as soon as praclkable after ks discovery. This awnless does not affect our right to collect addi400ai premium or exercise ow right el cancekatlon or nonfenewaL Includes copyrighted material of nswance Services Office. Inc., with Its pemmssln. Copyright Insurance Services Office, Inc., 2005 Page 4 of 6 CA 71 10 05 00 Address Policy Number: CA02170 Named Insured: McCle5ndon1 Construction Company, Inc. Leased 'atlas' covered wider this provision wN be considered covered 'autos' you own and not coveted 'a dos" you biro. h. Mykga9ylnemporaled organization01 subsidiary n:Mich you even more Ilan 50% of the voting stack on the effective date of Ws endorsement. iN< ryml<4n Mee inn apply In' alykinr'nr•rrywry,lamsya' av which anlnsrnd'h den an Insured under any other automate poky ofWould be an nsuled bode( such a porky, but forks termination or the exhaustion o1 Its tm§s of Issuance, unless such poky was wr1ten to apply spodkcaly In excess of this poky. 2. COVERAGE EXTENSIONS • SUPPLEMENTARY PAYMENTS Under Section II • LIABILITY COVERAGE, A2,a. Supplementary Payments, paragraphs (2) and (4) Ore dcsctcd and replced as Mom; (2) Upto S2,500lofhe cost of bail bonds(klckd5g bonds (et legated ba4P.e lm Mdalbns)1eg4red because of an 'accident' we cover. We do not have to furnish these bonds. (4) Al reasonable expenseslncurred by the Inmost' at our request, ndtsdssganus! loss of earrings up to $soo a day because of lime oil from work. 3. AMENDED FELLOW EMPLOYEE F.Xel minx Under SECTION II. LIABILITY COVERAGE, B. EXCLUSIONS, paragraph S. Fellow Employee's deleted and replaced by the Wowing: 'tiodlY hy:sy to any fellow "employee of llo "Insured' arising out of and In Go course of the feyow "employees-ensployment or oldie performing doges Mated to the conduct of you business. Hvmver.Ws oxchrsioo does not appyto youeenployees• that are officers o, managers N the •bodly Injury" results from the ;Reef a covered 'auto. you ouwO Nre or borrow. Coverage is *Rea c over any other co.'bctb,le Insurance. 4. HIRED AUTO PHYSICAL DAMAGE COVERAGE AND LOSS OF USE EXPENSE A. lender SECTION Ill • PHYSICAL DAMAGE COVERAGE. A. COVERAGE, the blowing is added: If any of pow owned covered "autos" are covered for Physical Damage, we will preside Physkal Damage coverage to -autos' that you or your -employees" hire or borrow, under your name or the 'employee's' name, for the purpose of doing your work. We wit provide coverage equal to the broadest physical damage coverage appkable to any covered 'auto' shown In the oerdaratoos, Item Thee. Schedule of Covered Autos You Own, or on any endorsements amend,* this schedule. B. lender SECTION 111• PHYSICAL DAMAGE COVERAGE, AA. Coverage Extensions. paragraph b. Loss Of Use Expenses Is deleted and replaced aim the following: b. Lose Of up:Expenses For Hired Auto Physkal Damage, we W31 pay expenses for Mich anlnsud• becomes legal/ responsible to pay for loss of use of a vehkfe rented or N,d without a driver, under a written renal contractor agreement. We wkl pay for loss of use expenses If caused by. (1) Other than eolksbn, only U the Declarations gland that Conysrehenslve Coverage is provided for an/covered "auto"; (2) Specified Causes of Loss, only If the Declarations imitate that Specified Causes 01 Loss Coverage H provided for any covered "auto'; or (3) Cu0afwh, only tribe Decla,allankupwoUwl CdKala1Cwua9e is plovlded for any covered 'auto". IWwen., the most we wag pay for any expenses kN loss of use Is $30 pet day, la a maximum of 32,00o. Inekldes copyrighted material of Inswarke Services 011kn, Inc.. with Ns permission. Copyright insurance Sarvkes Office, Inc., 2005 Pogo 2 of CA71100700 POLK:YNUNIEII: CA2051701 COP O.ICRCIAL AUTO CA0244061,1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CANCELLATION PROVISION OR COVERAGE CHANGE ENDORSEMENT This endorsement noddle intimate provided order the Wooing: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM 1UOTOR CARRIER GOVERME FOAM TRUCKERS COVERAGE FORM WIh respect to coverage podded by Ns enlorsemen• the prorlsoss N the Coreraa° Fenn apply spies% nsadl• filed by the eneeesement TNs cndossemerl doges the poky effect:. on ha Inceptan date 14 !he poky I.w'ess another date Is Indicated bckw. [ WMsark tF.Recthe: 01/31/2012 Cnun/0l/y1ry illty; Named loured; Cwnetruetion L_,i/DuNL f) Compandon Company, Inc. (Aug nod Iscposadadrol SCHEDULE Number of nays' Notice IU Name 011'arson 0, Organlea1on ANY PERSON OR ORGANIZATION N1 TN INCH THE HARSH 1NSUSVA HAS 0Nlea0R INN A MUTED! CONTRACT 11(O0la1Na ',strum NOFIC4 OE CANCELLATION PER CIMTIF1CATE11 wl TI1,t 141111 011PA11Y, EXCEPT In pill MIT lex 511A1.1. in: 01YR:1 RIR NCCI•PATNENT If the poky Is coveted or materially charged to reduce or resskl caenge, wo v0N mai 'idea of 030009/lion or change to the person or agenizaliIn lamed h the Schedule. WO Tell (Oa Ilse mrrbes of days notice kwll,ld it the Solecism. ca o2410604 OISO Propcnies, Inc., 2003 Page of O WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 A (Ed. 1401 WORKERS COMPENSATION ANo EMPLOYERS LIABILITY INSURANCE POLICY WC 42 00 01 (Ed. 7.041 TEXAS WAIVED OP OUN RIONT TO RECOVER FROM OTNE0$ ENDORSEMENT This endorsement applies only to Ne Miura nee provided by the policy because Texas Is shown N Item R.A. of Ow Nlwmalkn Pape. We litre the right o recover our payments Bel anyone table for an k4oy covered by this polcy. We wlO not enforce OW rbOhl age'nst the parson or oeganbetkn named N On Schedule, but this waives eryW a only wish respect to bo4fy Pithy .dsbq out of the operatbns desonbed In the Schedule whore you are required by written contract to obtain Ih's w0Vw from us. Pits endorsement shall not opeale diced, or (*Decay to benefit anyone not named N the Schedule. The pomlum for this endorsement Is shown I the S0hedrle. Schadh° 1. 1 I SPoNI1 Waiver Neon. of person oe orgenieetl, IXIClenkel Maier My person or owning. for whom Oa Nomad Insured has agreed by written contract to 'wish Ws waiver. 2. Oporeges: X. Premium The pendvm charge lor !Ms ol the m On PaYro0 cent conniclbn with pod( porle n d Ice the+above p.o,o hi wr weoseaCelel a&Vag oust of the aperellw deso0ed. 4. Advenea Prem'ami 1Ne endorsement changes Ins Fogey to Meech It Ie attached.04 Y e11ee1ea on me date 'need teas othnnfee arse. (lN Infeneelkn below le eep1ce0 DAL, ghee Ws endorsement I. 'feed subsequent to pep0'a0bn N the poky./ En4wsmnent Ellaahe 01p1/12 Poky No. IiC2 051704 EMwsenan Ito. AHeed McClendon construction cospany, ins. Rendml inswmn company A.eelsure Iutual insurance CounI,o&yed bf TEXAS NOTICE OF I0ATFRIAL CHANGE ENDORSEMENT This endorsement sport's onH to the Mewence ryo5Aud by IMP p0Fcy becau.0 Toros la shown In II,m X.A. of tiro Nlwmation Page. N the event of cancellation or other material charge of to policy, we .90 mall advance nolke to the person oe organization named N the Schedule. ll0 number 01 days advance notice Is shown In the S0'Mdub. This endorsement Keel not operate eked+, or Ndue0Ny to hernia ant':ma not named In the Schedule. Schedule 1. Number ul days advance notice: 30 'EXCEPT IN THE EVENT OF CANCELLATION FOR NON PAYMENT OF PREMIUM FOR WHICH 10 DAYS SHALL BE OWEN. 2. Notko MI be ma0ed to:ANY PERSON OR OROMO/ATION MTH WHOM THE NAAlED INSURED HAS ENTERED INTO A WRITTEN CONTRACT WHICH REQUIRES WRITTEN NOTICE OF CANCELLATION TIv aMwsemet thieves unpoloy to wNch It nentetN and Is .Treanor en the dete IswN W+» mewled gated. tins Mloematke beige I ,pu'red my when 11A eMheonent Is 'Lewd subsequent to pepnatke Of the pod .l EttlNeement Elixlhv cl/ll/10 Potty No. wczos1704 EMu,0mxi No. lwrM reccle.Mon Constr.-one eon company, Inc. Re4Aen0 lipiranC4C047.4iff A 0rlsure Nutoal insurance Canleedred by WC 420001 'Ed. T 841 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology 1.01 Defined Terms 1 1.02 Terminology 6 Article 2 — Preliminary Matters 7 2.01 Copies of Documents 7 2.02 Commencement of Contract Time; Notice to Proceed 7 2.03 Starting the Work 8 2.04 Before Starting Construction 8 2.05 Preconsttuction Conference 8 2.06 Public Meeting 8 2.07 Initial Acceptance of Schedules 8 Article 3 — Contract Documents: Intent, Amending, Reuse 8 3.01 Intent 8 3.02 Reference Standards 9 3.03 Reporting and Resolving Discrepancies 9 3.04 Amending and Supplementing Contract Documents 10 3.05 Reuse of Documents 10 3.06 Electronic Data 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 Article 5 — Bonds and Insurance 16 5.01 Licensed Sureties and Insurers 16 5.02 Performance, Payment, and Maintenance Bonds 16 5.03 Certificates of insurance 16 5.04 Contractor's Insurance 13 5.05 Acceptance of Bonds and Insurance; Option to Replace 19 Article 6 — Contractor's Responsibilities 19 6.01 Supervision and Superintendence 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 6.02 Labor; Working Hours 20 6.03 Services, Materials, and Equipment 20 6.04 Project Schedule 21 6.05 Substitutes and "Or -Equals" 21 6.06 Concerning Subcontractors, Suppliers, and Others 24 6.07 Wage Rates 25 6.08 Patent Fees and Royalties 26 6.09 Permits and Utilities 27 6.10 Laws and Regulations 27 6.11 Taxes 28 6.12 Use of Site and Other Areas 28 6.13 Record Documents 29 6.14 Safety and Protection 29 6.15 Safety Representative 30 6.16 Hazard Communication Programs 30 6.17 Emergencies and/or Rectification 30 6.18 Submittals 31 6.19 Continuing the Work 32 6.20 Contractor's General Warranty and Guarantee 32 6.21 Indemnification 33 6.22 Delegation of Professional Design Services 34 f�f 6.23 Right to Audit 34 6.24 Nondiscrimination 35 Article 7 - Other Work at the Site 35 7.01 Related Work at Site 35 7.02 Coordination 36 Article 8 - City's Responsibilities 36 8.01 Communications to Contractor 36 8.02 Furnish Data 36 8.03 Pay When Due 36 8.04 Lands and Easements; Reports and Tests 36 8.05 Change Orders 36 8.06 Inspections, Tests, and Approvals 36 8.07 Limitations on City's Responsibilities 37 8.08 Undisclosed Hazardous Environmental Condition 37 8.09 Compliance with Safety Program 37 Article 9 - City's Observation Status During Construction 37 9.01 City's Project Representative 37 9.02 Visits to Site 37 9.03 Authorized Variations in Work 38 9.04 Rejecting Defective Work 38 9.05 Determinations for Work Performed 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work 38 CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 201 I Article 10 - Changes in the Work; Claims; Extra Work 38 10.01 Authorized Changes in the Work 38 10.02 Unauthorized Changes in the Work 39 10.03 Execution of Change Orders 39 10.04 Extra Work 39 10.05 Notification to Surety 39 10.06 Contract Claims Process 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 11.01 Cost of the Work 41 11.02 Allowances 43 11.03 Unit Price Work 44 11.04 Plans Quantity Measurement 45 Article 12 - Change of Contract Price; Change of Contract Time 46 12.01 Change of Contract Price 46 12.02 Change of Contract Time 47 12.03 Delays 47 Article 13 - 13.01 13.02 13.03 13.04 13.05 13.06 13.07 13.08 13.09 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 Notice of Defects 48 Access to Work 48 Tests and Inspections 48 Uncovering Work 49 City May Stop the Work 49 Correction or Removal of Defective Work 50 Correction Period 50 Acceptance of Defective Work 51 City May Correct Defective Work 51 Article 14 - Payments to Contractor and Completion 14.01 Schedule of Values 14.02 Progress Payments 14.03 Contractor's Warranty of Title 14.04 Partial Utilization 14.05 Final Inspection 14.06 Final Acceptance 14.07 Final Payment 14.08 Final Completion Delayed and Partial Retainage Release 14.09 Waiver of Claims 52 52 52 54 55 55 55 56 56 57 Article 15 - Suspension of Work and Termination 57 15.01 City May Suspend Work 57 15.02 City May Terminate for Cause 58 15.03 City May Terminate For Convenience 60 Article 16 - Dispute Resolution 61 16.01 Methods and Procedures 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 1 Article 17 — Miscellaneous 62 17.01 Giving Notice 62 17.02 Computation of Times 62 17.03 Cumulative Remedies 62 17.04 Survival of Obligations 63 17.05 Headings 63 CITY OF mitt WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - I GENERAL CONDITIONS Page 1 of 62 ARTICLE 1 — DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a clay that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. I I . Buzzsrrsv -- City's on-line, electronic document management and collaboration system. 12. Calendar Day— A day consisting of 24 hours measured from midnight to the next midnight. CFFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9,2011 007200-2 GENERAL CONDITIONS Page 2 of 62 13. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Clain A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORFI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00-3 GENERAL CONDITIONS Page 3 of 62 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-4 GENERAL CONDITIONS Page 4 of 62 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award The written notice by City to the Successful Bidder stating that upon ornery compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PC73s Polychlorinated biphenyls. 49. Petroleum Petroleum, including crude oil or any faction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans— See definition of Drawings. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November9, 2011 1 ( 0072 00 -5 GENERAL CONDITIONS Page 5 ol'62 5I. Project Schedule A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project The Work to be performed under the Contract Documents. 53. Project Representative The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. 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 reviewing Contractor's Applications for Payment. 60. Site Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CFFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-6 GENERAL CONDITIONS Page 6 or 62 63. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. SuccessfulBidder The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day— A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph I.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 201 I 00 72 00- 7 GENERAL CONDITIONS Page 7 ot'62 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherw ise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industty or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (l) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. cm( Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-8 GENERAL CONDITIONS Page 8 of 62 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORT!' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-9 GENERAL CONDITIONS Page 9 of 62 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents' Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Peeformance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD coNSTRU(; FION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-10 GENERAL CONDITIONS Page I0of62 6.I 7.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: I. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: I. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: I. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY oP FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 201 I 007200-11 GENERAL CONDITIONS Page I I of 62 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 201 I 007200-12 GENERAL CONDITIONS Page 12 of 62 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Submit] ace and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: I. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: I. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsuufcrce or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: . is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 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; CITY OF min 1VOR"ni STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised, November 9, 2011 007200-13 GENERAL CONDITIONS Page 13 of 62 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjushnents Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY of FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 14 GENERAL CONDITIONS Page 14 of 62 Work in connection therewith (except in an emergency as required by Paragraph 6.I7.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of' his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports' and Drawings': The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: I. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMIENTS Revised: November 9, 2011 007200-I5 GENERAL CONDITIONS Page 15 of62 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnifY and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to call fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indeimiify any individual or entity from and against the consequences of that individual', or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. cm' OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9,2011 007200-16 GENERAL CONDITIONS Page 16 of62 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are 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. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 clays after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates. of fnsurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. I. The certificate of insurance shall clocument the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OI, FORT WOR FI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 201 I 007200-17 GENERAL CONDITIONS Page 17of62 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 1 O%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORM I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9,2011 007200-13 GENERAL CONDITIONS Page 18ot'62 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary ancl prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal: November 9, 2011 007200-19 GENERAL CONDITIONS Page 19 of 62 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 20 GENERAL CONDITIONS Page 20 of 62 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: I. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equiptent and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if' not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties ancl guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials ancl equipment. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUiNIENTS Revised: November 9, 2011 007200-21 GENERAL CONDITIONS Page 21 of 62 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjusttnents in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: I) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; an, OF FORT WORTEI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9,2011 007200-22 GENERAL CONDITIONS Page 22 of 62 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY op FORT wows I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-23 GENERAL CONDITIONS Page 23 of 62 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all clanns, damages, losses and expenses (including attorneys fees) wising out of' the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WOIt1I1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-24 GENERAL CONDITIONS Page 24 of 62 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority and Women Owned Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: I. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or tiles in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: cur OF rota WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 20I I 00 72 00 - 25 GENERAL CONDITIONS Page 25 of 62 L. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shalt create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 3lst day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-26 GENERAL CONDITIONS Page 26 of 62 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section clo not agree on an arbitrator before the I I th day after the elate that arbitration is required, a district court shall appoint an arbitrator on the petition of' any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor ancl each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the ftdlest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,. from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performmnce of the Work or resulting from CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 27 GENERAL CONDITIONS Page 27 of 62 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses'. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bicls, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF mu WORILI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-28 GENERAL CONDITIONS Page 28 of 62 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use ofSite and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 00 72 00 - 29 GENERAL CONDITIONS Page 29 of 62 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indente and hold harmless City from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris Doming Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste taterials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (I) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples ancl a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such 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. Contractor shall Cn'Y OF FORT WORTn STANDARD CONSTRUCTION SPECIFR:m.10N DOCUMENTS Revised: November 9, 2011 007200-30 GENERAL CONDITIONS Page 30 of 62 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: I. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.I4.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safely Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY Y OF FORT WORT( 1 STANDARD CONSTRLJG noN SPECIFICATION DOCUMENTS Revised: November 9, 201 I 007200-31 GENERAL CONDITIONS Page 31 of 62 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submilla/s A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. I. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF PORT �VOR'FH STANDARD CONSTRUCTION SPECIFICATION DOCUNIENCS Revised: November 9, 2011 00 72 00 -.32 GENERAL CONDITIONS Page 32 of 62 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: I. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in 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. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's' General Wwi anty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: I. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or cm, Y OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-33 GENERAL CONDITIONS Page 33 of 62 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: I. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees order this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractor, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CNY OF FoR r WORTH STANDARD CONSTRUCTION SPECIFICM1ON DOCUMENTS Revised: November 9, 2011 007200-34 GENERAL CONDITIONS Page 34 of 62 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review ancl acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.I8.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Flours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Flours to all CITY OF FORT WORD I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-35 GENERAL CONDITIONS Page 35 of 62 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of L964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.0I Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall clo all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT woa n STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9,201 I 007200-36 GENERAL CONDITIONS Page 36 of 62 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: I. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION ION SPECIFICATION ENTS Revised: November 9, 2011 007200-37 GENERAL CONDITIONS Page 37 of 62 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORn1 STANDARD CONSTRUCTION SPECIFICATION DOCUNILNIS Revised: November 9, 2011 007200-38 GENERAL CONDITIONS Page 38 of 62 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 'these may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations fir Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WOR FI1 STANDARD CONSTRUCnON SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-39 GENERAL CONDITIONS Page 39 of 62 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution ofChange Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01_A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 EzhTa Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF PORT WORTn STANDARD CONSTRUCTION SPECIFICATION DOCUNIENFS Revised: November 9, 2011 007200-40 GENERAL CONDITIONS Page 40 of 62 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 clays after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 clays after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: I. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-41 GENERAL CONDITIONS Page 41 of 62 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 1 1.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.0I.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORT!' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 20I I 007200-42 GENERAL CONDITIONS Page 42 of 62 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. 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. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g• Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT wowri STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS Revised: November 9, 2011 007200-43 GENERAL CONDITIONS Page 43 of 62 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, 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 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices 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 negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. I1.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: I. Contractor agrees that: CITY OF FORT woart STANDARD CONSTRUCTION SPIECI ricATiON DOCUMENTS Revised: November 9, 2011 007200-44 GENERAL CONDITIONS Page 44 or62 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unil Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work 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 comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: I. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work uncler the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORM I STANDARD CONSTRUCTION SPECIFICATION DOCUNIEN1S Revisal: November 9, 2011 00 72 00 - 45 GENERAL CONDITIONS Page 45 of 62 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be atnended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantify Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is Tess than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised, November 9, 2011 00 72 00 - 46 GENERAL CONDITIONS Page 46 of 62 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.0I Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: I. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph I2.0I.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Cono1c1etor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: I. a mutually acceptable fixed fee; or 2. if a Fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 1 I.01.A.2. and II.0 1.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph I I.01.A.4 and 1 1.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 201 I 007200-47 GENERAL CONDITIONS Page 47 of 62 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.0 1.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0I.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF 11012T WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Revised, November 9,2011 007200-48 GENERAL CONDITIONS Page 48 of 62 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and haspeclions A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. I. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 201 I 007200-49 GENERAL CONDITIONS Page 49 of 62 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. I. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shalt be allowed an increase in the Contract Price or an extension of the Contract Tirne, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City iVlay Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or tails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised. November 9, 2011 007200-50 GENERAL CONDITIONS Page 50 or62 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.I0.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-51 GENERAL CONDITIONS Page 51 of 62 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City A'Iay Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph I3.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) clays written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORni STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200 -52 GENERAL CONDITIONS Page 52 of 62 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Scheclule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 clays before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORT' I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-53 GENERAL CONDITIONS Page 53 of 62 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. 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 beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that (night entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or ern, OF rota WORT( I STANDARD CONSTItUCION SPECIFICATION DOCUNIENIS Revised: November 9, 2011 007200-54 GENERAL CONDITIONS Page 5,1 of 62 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Relainage: I. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar clay that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per clay specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: I. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractors. Warranty of Tilde Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF rota Woaril STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-55 GENERAL CONDITIONS Page 55 of 62 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Finallnspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CfIY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 201 I 007200-56 GENERAL CONDITIONS Page 56 or62 14.07 Final Payment A. Application, for Payment: L Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Relainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 201 I 007200-57 GENERAL CONDITIONS Page 57 of 62 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of Gnat payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City _May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CFIY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 201 I 007200-58 GENERAL CONDITIONS Page 58 of62 15.02 City May Terminale jar Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's MWBE ordinance established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph I5.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's, failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. 1f Surety cloes not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORrn STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 201 I 007200-59 GENERAL CONDITIONS Page 59 of 62 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT woRTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9,2011 007200-60 GENERAL CONDITIONS Page 60 of 62 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract hacl been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-61 GENERAL CONDITIONS Page 61 of 62 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): I. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, clue to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph I0.06.E. 13. City and Contractor shall participate in the mediation process in good Faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph I0.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination ofthe mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCr1ON SPECIFICATION DOCUMENTS Revised: November 9,2011 007200-62 GENERAL CONDITIONS l'age 62 or 62 I. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation ofTimes When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF PORT WORT' I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: November 9, 2011 007200-63 GENERAL CONDITIONS Page 63 of 62 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF EOM' WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMIENI S Revised: November 9, 201 I 2 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 5 3 TO 4 GENERAL CONDITIONS 5 Supplementary Conditions 6 7 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 8 provisions of the Contract Documents as indicated below. All provisions of the General Conditions That are 9 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 10 of the General Conditions which are not so modified or supplemented remain in full force and effect. 11 12 Defined Terms 13 14 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 15 meaning assigned to them in the General Conditions, unless specifically noted herein. 16 17 Modifications and Supplements 18 19 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 20 other Contract Documents. 21 22 SC-3.03B.2, "Resolving Discrepancies" 23 24 Plans govern over Specifications and Specifications shall govern over standard details. 25 26 SC-4.0IA 27 28 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 29 Upon receiving the final easements descriptions, Contractor shall compare therm to the lines shown on the 30 Contract Drawings. 31 32 SC-4.0IA.1., "Availability of Lands" 33 34 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 35 January 30, 2012: 36 37 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None 38 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 39 and do not bind the City. 40 41 If Contractor considers the final easements provided to differ materially from the representations on the 42 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 43 notify City in writing associated with the differing easement line locations. 44 45 SC-4.01A.2, "Availability of Lands" 46 47 Utilities or obstructions to be removed, adjusted, and/or relocated CITY OF FORT WORTH 2008 CH' Contract 5C Hatcher Street.$ Richardson Street STANDARD CONSTRUCfION SPECIFICATION DOCUMENTS City Project No. 01233 Revised January 2012 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 2 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 3 as of January 30, 2012 4 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT City Light Pole on Hatcher Street Approx. 130' South of Forbes Street at the Corner of Lot 4 & Alley (Dirt) FEB 2012 5 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 6 and do not bind the City. 7 8 SC-4.02A., "Subsurface and Physical Conditions" 9 10 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 11 12 A Geotechnical Engineering Study and Report No. E09-0501, dated June 2.2009, prepared by Mas-Teck 13 Engineering & Associates, Inc. a sub -consultant of STV Inc., a consultant of the City, providing additional 14 information on subsurface condition and pavement design. 15 16 The following are drawings of physical conditions in or relating to existing surface and subsurface 17 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 18 Lateral 4480 As -Built Drawings 19 Lateral 4465 As -Built Drawings 20 Hatcher and Richardson Streets Waterline As -Built Drawings 21 22 SC-4.06A., "Hazardous Environmental Conditions at Site" 23 24 The following are reports and drawings of existing hazardous environmental conditions known to the City: 25 None 26 27 SC-5.03A., "Certificates of Insurance" 28 29 The entities listed below are "additional insureds as their interest may appear" including their respective 30 officers, directors, agents and employees. 31 32 (1) City 33 (2) Consultant: STV, Inc. 34 (3) Other: None 35 36 [Obtain approval for the limits shown for SC 5.04A lhru 5.04D. from City before finalizing Contract 37 Documents] 38 SC-5.04A., "Contractor's Insurance" 39 40 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 41 coverages for not less than the following amounts or greater where required by laws and regulations: 42 43 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 44 45 Statutory Ii»nits 46 Employer's liability 47 $100,000 each accident/occurrence 48 $100,000 Disease - each employee CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 2012 2003 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 $500,000 Disease - policy limit 2 3 SC-5.04B., "Contractor's Insurance" 4 5 5.04B. Conmiercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 6 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 7 minimum limits of: 8 9 $ I , 000,000 each occurrence 10 $2,000,000 aggregate limit 11 12 The policy must have an endorsement (Amendment- Aggregate Limits of Insurance) making the 13 General Aggregate Limits apply separately to each job site. 14 15 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 16 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 17 18 SC 5.04C., "Contractor's insurance" 19 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 20 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 21 22 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 23 defined as autos owned, hired and non -owned. 24 25 $I,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 26 least: 27 28 $250, 000 Bodily In jwy per person / 29 $500, 000 Bodily Injury per accident / 30 $100, 000 Property Damage 31 32 33 34 Ph r t . t t ities- will its ple ee uheentr aeF, rent-anEI ��--'-"--- -= '7 ='--� sue' "e o vcvru--cci � faTTi> > 35 material -deliveries t^ niIroad-preperties and tracks: None.V 36 37 The Contractor• shall , nduet it.. ^ d properties i ch a •.eras-net-te-interfere with, 38 kinder eiellstruet-the-Fa-liread-eeinpany-ie-any-mannel,-whatseevei4n-the-use-etepeFatien-ef-i-tatheir-tFains 39 et -ether grope eperatiers-•en railfead-piss Y"erties n e that Ce « 40 Entry Agreement" with the particular railroad company -or companies involved, and to this end -the 41 Contractor should sati5r,, itselfas to the rcquire*nents-ef-ereh4ai.•^ad ^ and -he prepared to execute 42 the right of entry (if :ny) sec,. d-eett ny. The-regni ents-specified-herein-Iikewine-retate 43 to the Cene:actor•'s use of pivate andle• e nstf tier -access roads-efesshtg-s-aid-Pailread-eempnnyls 44 preperties. 45 46 The- Goft:aetua1 I iability coverage d by Paragraph 5.OID of the -Gene de 47 overage or of less th ; n the-fellewing-antennts, issued— y companies satisf tho City and-te-the 48 Railroad Compa. , f . a term that-eentitnies-ferse-le. ^ as tr.e Contraot,.peFattens-and-werk cross, 49 eeeFteuelt-railfead-property: 50 51 (-1-)--General Aggregate: $Confirm Limits with Railroad 52 53 (2) EEneh-Qccurrence: $Confirm Limits with Railroad 54 55 Required for this Contract No! rcguircd, for this Contract CITY OF FORT WORTH 2008 CIP Contract 5C Hatcher Street & Richardson Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01233 Revised January 2012 007300-4 SUPPLEMENTARY CONDITIONS Page 4of' 5 2. 2 3 W-i eet_te-the-above-eudined insurance reguiiements ,the f lion.:ng shall govern: 4 5 -1—Where a single-rai-l+ea ohs in 6 the name of the railroad -company. tlewevet•, if tha a grade ^ atio. at ^ ade 7 crossing is affected by the Project at entirely separate locations on the line or lines of�- thesame 8 railroad company scparato may be the stated above. 9 10 2. Where more than one railroad company is operating on the same right of way or where several 11 railroad companies involved and ope..ated o^ t'•ei e.,.. separate rights of way, the Contractor 12 may -be required to provide separate insurance policies in the name of each railroad company. 13 14 3. If, in addition to a grade separation-er an at grade crossing, other work or activity is proposed -en -a 15 railroad company's right of way at a location entirely separate from the -grade separation or at 16 grade crossing, insurance coverage for this workmust be included in the -policy covering the grade 17 separation. 18 I9 'l. If no grade separation is involved but other work is proposed --en a railroad company's right of 20 way, all such other work may be c ed gle polio, f r that railroad , though the , ork 21 Hiay-b eatiens:- 22 23 No work or activities on a railroad company's prop •ty to be-p 24 ced , nt:l the Contractor has f .rn:shed the original policy or policies of the insurance 25 €et each railroad -company -named, as required above. All such insurance -must -be approved by the City and 26 each aff ,.ted Dailread Gempany „rior to the Contractor's beginning work. 27 28 The : dried bove ., .st be carried -until ..it Work t„ be porf ..med , , the railroad . ght of way 29 d the grade crossing, if any, is no longer used by the Contractor. In addition, 30 insurance must -be carried during all maintenance and/or repair work performed in the railroad right of way. 31 Sush-insurance m+•st ••amethe railroad company as the insured, together with any tenant or lessee of the 32 railroad company operating over tracks involved in the Project. 33 34 SC-6.04., "Project Schedule" 35 36 Project schedule shall be tier 3 for the project. 37 38 SC-6.07., "Wage Rates" 39 40 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 41 Appendixes: GC-6.07 42 43 SC-6.09., "Permits and Utilities" 44 45 SC-6.09A., "Contractor obtained permits and licenses" 46 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 47 Street Use Permit (City of Fort Worth) 48 49 SC-6.09B. "City obtained permits and licenses" 50 The following are known permits and/or licenses required by the Contract to be acquired by the City: 51 None 52 53 SC-6.09C. "Outstanding permits and licenses" 54 CI l•Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 2012 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 007300-5 SUPPLEMENTARY CONDITIONS Page 5 ot'5 I The following is a list of known outstanding permits and/or licenses to be acquired, if any as of January 30, 2 2012: 3 4 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 5 6 SC-7.02., "Coordination" 7 8 The individuals or entities listed below have contracts with the City for the performance of other work at 9 the Site: Vendor None Scope of Work Coordination Authority 10 11 12 SC-8.01, "Communications to Contractor" 13 None 14 15 SC-9.0I., "City's Project Representative" 16 17 The following firm is a consultant to the City responsible for construction management of this Project: 18 None 19 20 SC-I3.03C., "Tests and Inspections" 21 None 22 23 SC-16.01C.1, "Methods and Procedures" 24 None 25 26 27 28 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 2012 2008 CIt' Contract 5C I latcher Street & Richardson Street City Project No. 01233 2 3 PART 1 - GENERAL SECTION 01 11 00 SUMMARY OF WORK 011100-1 SUMMARY OF WORK Page I of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 I. None. 9 C. Related Specification Sections include, but are not necessarily limited to" l0 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division I - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 I. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS I8 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 I. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORII1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 01 1100-2 SUMMARY OF WORK Page 2 or3 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 I) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 I. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. I I 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 18 19 20 21 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work associated with easements, including removal, 40 temporary closures and replacement, shall be subsidiary to the various items bid 41 in the project proposal, unless a bid item is specifically provided in the 42 proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 011100-3 SIJbtNMARY OF WORK 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS ]NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS (NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CFry OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 GIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 2 3 PART 1 - GENERAL SECTION 01 25 00 SUBSTITUTION PROCEDURES 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 4 1.1 SUMMARY 5 A. Section Includes: 6 I. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to I or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor I I c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 I. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 I. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2005 CIP Contract 5C Hatcher Street & Richardson Street City Project No_ 01233 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 I. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 I) Complete data substantiating compliance of proposed substitution with 11 Contract Documents l2 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 I. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC 11atelter Street & Richardson Street City Project No. 01233 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 e. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE) CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED[ 29 30 31 END OF SECTION tevision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201I 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 I EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: SPECIFIED ITEM 8 SECTION PARAGRAPH 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. WiII the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better (explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 49 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Ilatcher Street & Richardson Street City Project No. 01233 013119-1 PRECONSTRUCTION MEEING Page I of 3 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED[ 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 e. Contractor's superintendent 37 cf. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 I. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. CITY OF FORT wowni STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 01 31 19 -2 ()RECONSTRUCTION MEETING Page 2 ot'3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 I. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 0. Public Safety and Convenience 24 p. Documentation of Pre -Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE procedures 43 It Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT woa rit STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 01 31 19-3 PRECONSTRUCTION MEETING Page 3 of 3 I 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION (NOT USED] 1 I END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 01 31 20 -1 PROJECT MEETINGS Page I of3 SECTION 01 3120 2 PROJECT MEETINGS PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 I. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division I — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and achninister as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 I. After the execution of the Agreement, but before construction is allowed to begin, 32 attend I Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C I latcher Street & Richardson Street City Project No. 01233 013120-2 PROJECT MEETINGS Page 2 of3 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre -construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off -site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 I. Pending changes and substitutions 43 m. Review proposed changes For: 44 I) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY Y OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 I) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. I 1 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USEDI 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUNIEN1 S Revised July I, 2011 2008 CUP Contract 5C I latcher Street & Richardson Street City Project No. 01233 013216-1 CONSTRUc ioN PROGRESS SC0IEDULI3 Page 1 of 5 SECTION 01 32 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 I. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division I —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 I. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 2(1 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 (I. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein, Large and/or complex projects with long durations 31 I) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 I) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OE PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 C11' Contract SC I latcher Street & Richardson Street City Project No. 01233 01 32 16 - 2 CONSTRUCTION PROGRESS SCI IEDULE Page 2 of 5 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 I. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. t 1 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 I. Update the progress Schedule tnonthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 I. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 3 t I) A written statement of the steps intended to take to retnove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per clay, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. 1f no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 200E CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 01 32 16 -3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall he based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the dale of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or cotnplelion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 I) Under such conditions, the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. crry OI, FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMI ENTS Revised July 1, 2011 2008 C1P Contract 5C Hatcher Street & Richardson Street City Project No. 01233 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 I. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be l7 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of5 I 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED[ 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 2 3 PART1- GENERAL SECTION 01 32 33 PRECONSTRUCTION VIDEO 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily Iimited to: 11 I. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to he affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 GIP Congaed 5C Hatcher Street & Richardson Street City I'roject No. 01233 01 32 33 - 2 ['RECONSTRUCTION VIDEO Page 2 of 2 I PART 3 - EXECUTION [NOT USED] 2 3 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTI 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract 5C Hatcher Street S Richardson Street City Project No. 01233 01 33 00 - 1 SUBMPPPALS Page I of 8 SECTION 01 33 00 2 SUBMITTALS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product L.,ist submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 I. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division I —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES l8 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORT! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I 2008 CIP Contract SC l !atelier Street & Richardson Street City Project No. 01233 01 33 00 -2 SUBMrrFALS Page 2 088 I cl. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 I) "By this submittal, 1 hereby represent that 1 have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and 1 have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 ''A inches x 1 I inches to 8'A inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / Table of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 B. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFECATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street S Richardson Street City Project No. 01233 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 I. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 £ Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 I. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 I) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTIt STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C hatcher Street & Richardson Street City Project No. 01233 013300-4 SUM/WEALS Page 4 of 8 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 I I) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 I. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 1. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 I. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 I. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 I) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 4I I) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 I) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 GIP Contract SC Hatcher Street Sc Richardson Street City Project No. 01233 01 33 00 -5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 I) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 I) Distributed to the City 10 2) Copies t 1 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. l6 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 I. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. 1f the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under I of the following codes: 43 a. Code l 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Ifotcher Street & Richardson Street City Project No, 01233 013300-6 SUBMITTALS Page 6 of 8 I I) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 I) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; I 1 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non -conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 calendar days of the 16 date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 I) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than I resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Working Days prior to release for 49 manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C I Weber Street @ Richardson Street City Project No. 01233 013300-7 SUBMITTALS Page 7 of8 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 calendar clays 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. cox Y or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Projcet No. 01233 01 33 00 -8 SUBMITTALS Page 8 of 8 1 L5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised icily 1,2011 2008 CIP Contract SC !Molter Street & Richardson Street City Project No. 01233 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0135 13 SPECIAL PROJECT PROCEDURES 01 35 13 -1 SPECIAL. PROJECT PROCEDURES Page 1 of 8 5 A. Section hrcludes: 6 I. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days I I e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification l3 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control l7 k. Employee Parking 18 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 3. Section 33 12 25 — Connection to Existing Water Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 I. Coordination within Railroad permit areas 28 a. Measurement 29 1) Measurement for this Item will be by lump sum. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the lump sum price bid for Railroad Coordination. 33 c. The price bid shall include: 34 I) Mobilization 35 2) Inspection 36 3) Safety training 37 4) Additional Insurance 33 5) Insurance Certificates 39 6) Other requirements associated with general coordination with Railroad, 40 including additional employees required to protect the right-of-way and 4l property of the Railroad from damage arising out of and/or from the 42 construction of the Project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] 2008 C Contract 5C Iiateher Street & Richardson Street City Project No. 01233 01 35 13 -2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 I) Measurement for this Item will be per working day. 4 b. Payment 5 I) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site . 8 e. The price bid shall include: 9 I) Coordination for scheduling flagmen 10 2) Flagmen I I 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 I. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. North Central Texas Council of Governments (NCTCOG) — Clean Construction 21 Specification 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination with the Texas Department of Transportation 24 1. When work in the right-of-way which is under the jurisdiction of the Texas 25 Department of Transportation (TxDOT): 26 a. Notify the Texas Department of Transportation prior to commencing any work 27 therein in accordance with the provisions of the permit 28 b. All work performed in the TxDOT right-of-way shall be performed in 29 compliance with and subject to approval from the Texas Department of 30 Transportation 31 B. Work near High Voltage Lines 32 1. Warning sign 33 a. Provide sign of sufficient size meeting all OSHA requirements. 34 2. Equipment operating within 10 feet of high voltage lines will require the following 35 safely features 36 a. Insulating cage -type of guard about the boom or arm 37 b. Insulator links on the lift hook connections for back hoes or dippers 38 c. Equipment must meet the safety requirements as set forth by OSHA and the 39 safety requirements of the owner of the high voltage lines 40 3. Work within 6 feet of high voltage electric lines 4I a. Notification shall be given to: 42 I) The power company (example: ONCOR) 43 a) Maintain an accurate log of all such calls to power company and record 44 action taken in each case. 45 b. Coordination with power company cri y OF FORT WORTH STANDARD CONSTRUCION SPECIFICATION DOCUMENTS Revised [Insert Revision Dale] 2008 C II' Contract SC Hatcher Street & Richardson Street City Project No. (11233 01 35 13 -3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 1) After notification coordinate with the power company to: 2 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 3 lower the lines 4 c. No personnel may work within 6 feet of a high voltage line before the above 5 requirements have been met. 6 C. Confined Space Entry Program 7 1. Provide and follow approved Confined Space Entry Program in accordance with 8 OSHA requirements. 9 2. Confined Spaces include: 10 a. Manholes 11 b. All other confined spaces in accordance with OSHA's Permit Required for 12 Confined Spaces 13 D. Air Pollution Watch Days 14 1. General 15 a. Observe the following guidelines relating to working on City construction sites 16 on days designated as "AIR POLLUTION WATCH DAYS". 17 b. Typical Ozone Season 18 I) May 1 through October 31. 19 c. Critical Emission Time 20 1) 6:00 a.m. to 10:00 a.m. 21 2. Watch Days 22 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 23 with the National Weather Service, will issue the Air Pollution Watch by 3:00 24 p.m. on the afternoon prior to the WATCH day. 25 b. Requirements 26 1) Begin work after 10:00 a.m. whenever construction phasing requires the 27 use of motorized equipment for periods in excess of 1 hour. 28 2) However, the Contractor may begin work prior to 10:00 a.m. if: 29 a) Use of motorized equipment is Tess than 1 hour, or 30 b) If equipment is new and certified by EPA as "Low Emitting", or 31 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 32 alternative fuels such as CNG. 33 E. Use of Explosives, Drop Weight, Etc. 34 I. When Contract Documents permit on the project the following will apply: 35 a. Public Notification 36 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 37 prior to commencing. 38 2) Minimum 24 hour public notification in accordance with Section 01 31 13 39 Water Department Coordination 40 1. During the construction of this project, it will be necessary to deactivate, for a 41 period of time, existing lines. The Contractor shall be required to coordinate with 42 the Water Department to determine the best times for deactivating and activating 43 those lines. 44 2. Coordinate any event that will require connecting to or the operation of an existing 45 City water Tine system with the City's representative. 46 a. Coordination shall be in accordance with Section 33 12 25. CrtY OF FORT \ORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] 2008 CIP Contract 5C I hitcher Street & Richardson Street City Project No. 01233 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 b. If needed, obtain a hydrant water meter from the Water Department for use 2 during the life of named project. 3 c. In the event that a water valve on an existing live system be turned off and on 4 to accommodate the construction of the project is required, coordinate this 5 activity through the appropriate City representative. 6 I) Do not operate water line valves of existing water system. 7 a) Failure to comply will render the Contractor in violation of Texas Penal 8 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 9 will be prosecuted to the full extent of the law. 10 b) 1n addition, the Contractor will assume all liabilities and 11 responsibilities as a result of these actions. 12 G. Public Notification Prior to Beginning Construction 13 I. Prior to beginning construction on any block in the project, on a block by block 14 basis, prepare and deliver a notice or flyer of the pending construction to the front 15 door of each residence or business that will be impacted by construction. The notice 16 shall be prepared as follows: 17 a. Post notice or flyer 7 days prior to beginning any construction activity on each 18 block in the project area. 19 1) Prepare flyer on the Contractor's letterhead and include the following 20 information: 21 a) Name of Project 22 b) City Project No (CPN) 23 c) Scope of Project (i.e. type of construction activity) 24 d) Actual construction duration within the block 25 e) Name of the contractor's foreman and phone number 26 f Name of the City's inspector and phone number 27 g) City's after-hours phone number 28 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 29 A. 30 3) Submit schedule showing the construction start and finish time for each 31 block of the project to the inspector. 32 4) Deliver flyer to the City Inspector for review prior to distribution. 33 b. No construction will be allowed to begin on any block until the flyer is 34 delivered to all residents of the block. 35 f1. Public Notification of Temporary Water Service Interruption during Construction 36 1. In the event it becomes necessary to temporarily shut down water service to 37 residents or businesses during construction, prepare and deliver a notice or flyer of 38 the pending interruption to the front door of each affected resident. 39 2. Prepared notice as follows: 40 a. The notification or flyer shall be posted 24 hours prior to the temporary 41 interruption. 42 b. Prepare flyer on the contractor's letterhead and include the following 43 information: 44 I) Name of the project 45 2) City Project Number 46 3) Date of the interruption of service 47 4) Period the interruption will take place 48 5) Name of the contractor's foreman and phone number cry OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised (Insert Revision Date] 2008 CIP Contract 5C Betcher Street & Richardson Slrcet City Project No. 01233 01 35 13 -5 SPECIAL PROJECT PROCEDURES Page 5 of 8 6) Name of the City's inspector and phone number 2 c. A sample of the temporary water service interruption notification is attached as 3 Exhibit B. 4 d. Deliver a copy of the temporary interruption notification to the City inspector 5 for review prior to being distributed. 6 e. No interruption of water service can occur until the flyer has been delivered to 7 all affected residents and businesses. 8 f. Electronic versions of the sample flyers can be obtained from the Project 9 Construction Inspector. l0 I. Coordination with United States Army Corps of Engineers (USACE) 11 I. At locations in the Project where construction activities occur in areas where 12 USACE permits are required, meet all requirements set forth in each designated 13 permit. 14 J. Coordination within Railroad Permit Areas 15 I. At locations in the project where construction activities occur in areas where 16 railroad permits are required, meet all requirements set forth in each designated 17 railroad permit. This includes, but is not limited to, provisions for: 18 a. Flagmen 19 b. Inspectors 20 c. Safety training 21 d. Additional insurance 22 e. Insurance certificates 23 f. Other employees required to protect the right-of-way and property of the 24 Railroad Company from damage arising out of and/or from the construction of 25 the project. Proper utility clearance procedures shall be used in accordance 26 with the permit guidelines. 27 2. Obtain any supplemental information needed to comply with the railroad's 28 requirements. 29 3. Railroad Flagmen 30 a. Submit receipts to City for verification of working days that railroad flagmen 31 were personnel were present on Site. 32 K. Dust Control 33 I. Use acceptable measures to control dust at the Site. 34 a. if water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 L. Employee Parking 37 I. Provide parking for employees at locations approved by the City. CTCY OF 1,O12T WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date! 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 01 35 13 -6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED) 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE July 201 I CITY OF FORT \VORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date[ 2008 C Contract 5C Hatcher Street l 12iehardson Street City Project No. 01233 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 3 4 5 6 Date: 7 8 CPN No.: (To be printed on Contractor's Letterhead) 9 Project Name: to Mapsco Location: t 1 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT ]8 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (8'17) 392 8306 35 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised (Insert Revision Date] 2008 CIP Contract 5C Hatcher Street ec Richardson Street City Project No. 01233 Date; EXHIBIT B FORT WORTH DO.�E14Q. =ix O.�. W Raft_ 01 35 13 -8 SPECIAL PROJECT PROCEDURES Page 8 of 8 NOTICE OF TEMPORY WATER SERVICE INTEUPTION DUE TO UTILJry IMPROVEMENT'H IN YOUR NEICIIHORHOOD, YOUIt WATER SF.RV ICE WILL BE INTERRUPTED ON BETWEEN TILE HOURS OF AND IFYOU HAVE QUESTIONS ABOUT TH1S SHUT -OUT, PLEASE CALL; MR. AT OR MR. (CONTRACTORS sUPERINTEN UENT) (IC P',tac PRONE NUMBER) AT (CITY INSPECTOR) (TELEPHONE NLIM11E11) TIM INCONVENIENCE WILL BE AS SIIOItT AS POSSIBLE. THANK YOU, CITY OF PORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised [Insert Revision Date] CONTRACTOR 201)8 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 2 3 PART1- GENERAL 014523-1 "RESTING AND INSPECTION SERVICES Page 1 of2 SECTION 01 45 23 TESTING AND INSPECTION SERVICES 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 I. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 I) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 I. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CrrY OF PORT WORTIi 2008 CIP Contract 5C Hatcher Street & Richardson Street STANDARD CONSTRUCTION SPEC IFlcA rION DOCUMENTS City Project No. 01233 Revised July 1, 2011 014523-2 TESTING AND INSPECTION SERVICES Page 2 or2 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) I copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution Of required in lieu of electronic distribution) 6 I) Tests performed by City 7 a) Distribute I hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of I I Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 I. inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 17 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 I'ART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 30 Revision Log DATE NAME SUMMARY Of CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 2 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this !tern. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 e. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 e. Coordination 40 I) Contact City I week before water for construction is desired CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Judy I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City 1'roject Na 01233 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 (f4 I d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 37 38 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Botcher Street & Richardson Street City Project No. 01233 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 I. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 I. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] l0 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1 I 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED) 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 I. Maintain all tetnporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 or4 I. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 7 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CPIY OF PORT wows I STANDARD CONSTRUCTION SPECIFICATION DOCIIMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 2 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page I of 3 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification I l 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division I — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 I. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 I. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 I. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORT I1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC ['Metter Street & Richardson Street City Project No. 01233 01 55 26 -2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 ot'3 I) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 I) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 1 I plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 I. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, ANI) HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION ow OF FORT WORD! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C thatcher Street & Richardson Street City Project No. 01233 01 55 26 -3 STREET USE PERMIT AND MODIFICATIONS '10 TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIE' Contract 5C Hatcher Street & Richardson Street City Project No. 01233 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY 01 57 13 -1 STORM WATER POLLUTION PREVENTION Page 1 ot'3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION 5 A. Section Includes: 6 I. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 I. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 —General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A, Measurement and Payment 16 I. Construction Activities resulting in less than I acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1,3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 23 A. Reference Standards 29 I. Reference standards cited in (his Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWNI) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 I. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Storrs water Pollution Prevention Plan. CITY of PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIF Contract 5C Hatcher Street & Richardson Street City Project No, 01233 01 57 13 -2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OP FORT WORT!' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2003 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 01 57 13 -3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAMF, SUMMARY OF CHANGE CITY OF FORT WORrl1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 SECTION 01 58 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract l I 2. Division I — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART2- PRODUCTS 27 2.1 OWNER -FURNISHED lots] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED[ 6 PART 3- EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 I. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD lotil SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP (NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING (NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USEDI 25 3.12 PROTECTION [NOT USED[ 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF PORT WORTlI STANDARD CONSTRUCTION SPECIFICATION DOC[JMENFS Revised July 1, 2011 2003 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 C1P Contract 5C Hatcher Street & Richardson Street City Project No. 01233 016000-I PRODUCT REQUIREMENTS Page 1 of2 SECTION 01 60 00 2 PRODUCT REQUIREMENTS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. A listing of the approved products for use in the City 7 B. Deviations from this City of Fort Worth Standard Specification 8 I. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is attached to this Section. 16 B. Only products specifically included on City's Standard Product List in these Contract 17 Documents shall be allowed for use on the Project. 18 1. Any subsequently approved products will only be allowed for use upon specific 19 approval by the City. 20 C. Any specific product requirements in the Contract Documents supersede similar 21 products included on the City's Standard Product List. 22 1. The City reserves the right to not allow products to be used for certain projects even 23 though the product is listed on the City's Standard Product List. 24 D. Although a specific product is included on City's Standard Product List, not all 25 products from that manufacturer are approved for use, including but not limited to, that 26 manufacturer's standard product. 27 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 28 Standard Product List. 29 1.5 SUBMITTALS JNOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS SNOT USEDJ 33 1.9 QUALITY ASSURANCE [NOT USEDI 34 1.10 DELIVERY, STORAGE, AND HANDLING JNOT USED) Crry OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C hatcher Street & Richardson Street City Project No. 111233 I 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 7 016000-2 PRODUCT REQUIREMENTS Paget of 2 Revision Log DATE NAME SUMMARY OF CHANGE ow OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 1 SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 I. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED[ 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED[ 22 1.5 SUBMITTALS [NOT USED[ 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT (USED[ 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED[ 26 1.9 QUALITY ASSURANCE [NOT USED[ 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street &C Richardson Street City Project No. 01233 01 66 00 -2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNIENCS Revised July I, 2011 2008 C IP Contract SC Hatcher Street & Richardson Street City Project No. 01233 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of4 I 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD log] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 I. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 I. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USEDI 18 3.9 ADJUSTING [NOT USEDI 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE ]NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORD I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5(7 1ialcher Street 8 Richardson Street City Project No. 01233 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE C[IY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project Nu. 01233 01 71 23 -1 CONSTRUCTION STAKING Page I of3 SECTION 0171 23 2 CONSTRUCTION STAKING 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 I. Requirements for construction staking. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 I. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract I I 2. Division I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 I. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Construction Stakes 19 1. Construction staking will be performed by the City. 20 2. Coordination 21 a. Contact City's Project Representative at least 2 weeks in advance for 22 scheduling of Construction Staking. 23 3. General 24 a. It is the Contractor's responsibility to coordinate staking such that construction 25 activities are not delayed or negatively impacted. 26 b. Contractor is responsible for preserving and maintaining stakes furnished by 27 City. 28 c. If in the opinion of the City, a sufficient number of stakes or markings have 29 been lost, destroyed or disturbed, by Contractor's neglect such that the 30 contracted Work cannot take place, then the Contractor will be required to pay 31 the City for new staking with a 25 percent markup. 32 1) The cost for staking will be deducted from the payment due to the 33 Contractor for the Project. 34 t.5 SU131VIrFTALS 35 A. Submittals, if required, shall be in accordance with Section 01 33 00. 36 I. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF TORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CII' Contract 5C Hatcher Street & Richardson Street City Project Nu. 01233 017123-2 CONSTRUCTION STAKING Page 2 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Certificates 3 L Provide certificate certifying that elevations and locations of improvements are in 4 conformance or non-conformance with requirements of the Contract Documents. 5 a. Certificate mist be sealed by a registered professional land surveyor in the 6 State of Texas. 7 B. Field Quality Control Submittals 8 1. Documentation verifying accuracy of field engineering work 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1 1.9 QUALITY ASSURANCE 12 A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced 13 in the necessary crafts and who are completely familiar with the specified requirements 14 and the methods needed for proper performance of the Work. 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS INOT USED] l7 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS [NOT USED] 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION 23 A. Verify location and protect control points before commencing Work. 24 B. Notify City's Project Representative immediately of any discrepancies discovered. 25 3.4 APPLICATION [NOT USED] 26 3.5 REPAIR / RESTORATION [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD Ion] SITE QUALITY CONTROL 29 A. Preserve permanent reference points during progress of the Work. 30 B. Do not change or relocate reference points without approval from the City. 31 C. Utilize recognized engineering survey practices. CITY OF FORT WORTH STANDARD CONSTRUCTION SPEcincA UON DOCUMENTS Revised July I, 2011 2008 CIE Contract 5C Hatcher Street & Richardson Street City l'rojeet No. 01233 I 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 I0 DATE NAME Revision Log CITY OF PORT WO12111 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 017123-3 CONSTRUCTION STAKING Page 3 of 3 SUMMARY OF CHANGE 2008 CIP Contract 5C Hatcher Street Sc Richardson Street City Project No. 01233 017423-I CLEANING Page I old SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: I I 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1— General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of' Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED) 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A.. Storage and Handling Requirements 32 I. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2003 CIP Contract 5C I latcher Street & Richardson Street City Project No. 01233 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER -FURNISHED loa] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 I. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer I I 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3- EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD loa] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 3l 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris al an approved solid waste disposal site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 017423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 1 I personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 33 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. crfv OF FORT WORlli STANDARD CONSTRUCTION SPECIFIC/CrION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 017423-4 CLEANING Page 4 of 4 2 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS ]NOT USED] 8 9 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANCE CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract SC Hind Street & Richardson Street City Project No. 01233 2 3 PART1- GENERAL SECTION 01 77 19 CLOSEOUT REQUIREMENTS 017719-I CLOSEOUT REQUIREMENTS Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations front this City of Fort Worth Standard Specification 8 I. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 I. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNIENrS Revised July 1,2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 01 77 19 -2 CLOSEOUT REQUIREMEMS Page 2 or3 I 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS ]NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final lnspection 15 I. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 4. 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C 'hatcher Street St Richardson Street City Project No. 01233 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 L. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD tors] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 0I 7823-I OPERATION AND MAIN "PENANCE DATA Page 1 of 5 SECTION 01 78 23 2 OPERATION AND MAINTENANCE DATA 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished uncler Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 I. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division I — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 I. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES (NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 Submittal Procedures. All 28 submittals shall be approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 I. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8''A inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 017823-2 OPERATION AND MAINTENANCE DMA Page 2 of5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 l) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: l3 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 I. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of' responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Suppletnent product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF PORT WORTH STANDARD CONSTRtJCTiON sPECNR:ATiON DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 017823-3 OPERATION AND MAINTENANCE DATA Page 3 or5 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 I) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 I) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 I) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 I) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 I) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut -down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 I) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 I) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 I) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings (Try or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 I 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD ]SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS INOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORT' 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 2 3 PART1- GENERAL SECTION 01 78 39 PROJECT RECORD DOCUMENTS 017839-1 PROJECT RECORD DOCUMENTS Page 1 of4 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 I. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF PO12T WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 2008 CIP Contract 5C Hateher Street & Richardson Street City Project No. 01233 017839-2 PROJECT RECORD DOCUMENTS Page 2 old 3. 't'o facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 I. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. in the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2- PRODUCTS 18 2.1 OWNER -FURNISHED Mt] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City I complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED[ 28 PART3- EXECUTION 29 3.1 INSTALLERS [NOT USED[ 30 3.2 EXAMINATION [NOT USED[ 31 3.3 ('REPARATION [NOT USEDI 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within I 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum" "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 I. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CFIY OF FORT WOILTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C l inteher Street & Richardson Street City Project No. 01233 01 78 39 - PROJECT RECORD DOCUMENTS Page 4 or4 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during g progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USEDJ 16 3.7 FIELD tout SITE QUALITY CONTROL INOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED[ 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 SUMMARY OF CHANCE 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 2 SECTION 02 41 13 SELECTIVE SITE DEMOLITION 02 41 13 -1 SELECTIVE SrrE DEMOLITION Page 1 of 5 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Removing sidewalks and steps. 7 2. Removing ADA ramps and landings. 8 3. Removing driveways. 9 4. Removing fences. 10 5. Removing guardrail I I 6. Removing retaining walls (less than 4 feet tall). 12 7. Removing mailboxes. 13 8. Removing rip rap. 14 9. Removing miscellaneous concrete structures including porches and foundations. l5 10. Disposal of removed materials. 16 B. Standard Details 17 1. Paving Removal and Selective Site Demolition — Removal Pay Limits 18 C. Deviations from City of Fort Worth Standards 19 I. None 20 D. Related Specification Sections include but are not necessarily limited to 21 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 22 Contract. 23 2. Division 1 - General Requirements. 24 3. Section 31 23 23 - Fill. 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Measurement: 28 a. Remove Sidewalk: measure by square foot. 29 b. Remove Steps: measure by the square foot as seen in the plan view only. 30 c. Remove ADA Ramp: measure by each. 31 d. Remove Driveway: measure by the square foot by type. 32 e. Remove Fence: measure by the linear foot. 33 f. Remove Guardrail: measure by the linear foot along the face of the rail in place 34 including metal beam guard fence transitions and single guard rail terminal 35 sections from the center of end posts. 36 g. Remove Retaining Wall (less than 4 feet tall): measure by the linear foot 37 h. Remove Mailbox: measure by each. 38 i. Remove Rip Rap: measure by the square foot. 39 j. Remove Miscellaneous Concrete Structure: measure by the lump sum. 40 2. Payment: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project Na 01233 024113-2 SELECTIVE SITE DEMOLITION Page 2 or5 a. Remove Sidewalk: full compensation for saw cutting, removal, hauling, 2 disposal, tools, equipment, labor and incidentals needed to execute work. 3 Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts 4 as a wall footing) shall be paid as sidewalk removal. 5 b. Remove Steps: full compensation for saw cutting, removal, hauling, disposal, 6 tools, equipment, labor and incidentals needed to execute work. 7 c. Remove ADA Ramp and landing: full compensation for saw cutting, removal, 8 hauling, disposal, tools, equipment, labor and incidentals needed to execute 9 work. Work includes ramp landing removal. 10 d. Remove Driveway: full compensation for saw cutting, removal, hauling, I I disposal, fools, equipment, labor and incidentals needed to remove improved 12 driveway by type. 13 e. Remove Fence: hill compensation for removal, hauling, disposal, tools, 14 equipment, labor and incidentals needed to remove fence. 15 f. Remove Guardrail: full compensation for removing materials, loading, hauling, 16 unloading, and storing or disposal; furnishing backfill material; backfilling the 17 postholes; and equipment, labor, tools, and incidentals. I8 g. Remove Retaining Wall (less than 4 feet tall): full compensation for saw 19 cutting, removal, hauling, disposal, tools, equipment, labor and incidentals 20 needed to execute work. Sidewalk adjacent to or attached to retaining wall 2i (including sidewalk that acts as a wall footing) shall be paid as sidewalk 22 removal. 23 h. Remove Mailbox: full compensation for removal, hauling, disposal, tools, 24 equipment, labor and incidentals needed to execute work. 25 j. Remove Rip Rap: full compensation for saw cutting, removal, hauling, 26 disposal, tools, equipment, labor and incidentals needed to execute work. 27 j. Remove Miscellaneous Concrete Structure: full compensation for saw cutting, 28 removal, hauling, disposal, tools, equipment, labor and incidentals needed to 29 execute work. 30 1.3 REFERENCES 31 A. Definitions 32 I. Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit 33 pavers. CITY OP PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 02 41 13 -3 SELECTIVE SITE DEMOLITION l'age 3 of 5 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART2- PRODUCTS It 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 12 2.2 MATERIALS 13 A. Fill Material: See Section 31 23 23. 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 REMOVAL 21 A. Remove Sidewalk 22 1. Remove sidewalk to nearest existing dummy, expansion or construction joint. 23 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 24 B. Remove Steps 25 1. Remove step to nearest existing dummy, expansion or construction joint. 26 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 27 C. Remove ADA Ramp 28 1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. 29 See 3.4.K. 30 2. Remove ramp to nearest existing slummy, expansion or construction joint on 31 existing sidewalk. 32 D. Remove Driveway 33 1. Sawcut existing drive, curb and gutter and pavement prior to drive relnoval. See 34 3.4.K. 35 2. Remove drive to nearest existing dummy, expansion or construction joint. 2008 CIE Contract SC Hatcher Street & Richardson Street City Project No. 01233 CrrY oF FOR'r wont' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 15 3. Do not mar or damage salvageable materials during removal. 16 4. Completely remove posts and any concrete surrounding the posts. 89 3. Salvaged materials may be used to reconstruct fence as approved by City or as shown on plans. 10 4. CONTRACTOR responsible for keeping animals fenced areas during construction operat onan dwhile lremoving fences. within the 12 F. Remove Guardrail 13 1. Remove rail elements in original lengths. 14 2. Remove fittings from the posts and the metal rail and then pull the posts. 19 20 6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1- foot below the new subgrade elevation and leave in place along with the dead man. 2 3 4. Remove adjacent sidewalk to nearest existing dummy, expansion or construction joint on existing sidewalk. 4 E. Remove Fence 5 6 I. Remove all fence components above and below ground and backfill with acceptable till material. 7 2. Use caution in removing and salvaging fence materials. 0241 13-4 SELECTIVE SITE DEMOLI'FION Page 4 of 5 3. Sawcut when removing to nearest joint is not practical. See 3.4.K. 17 18 5. Furnish backttll material and backfill the hole with material equal in composition and density to the surrounding soil unless otherwise directed. 23 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 24 25 3. Removal includes all components of the retaining wall including footings. 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A 26 H. Remove Mailbox 21 G. Remove Retaining Wall (less than 4 feet tall) 22 I. Remove wall to nearest existing joint. 27 1. Salvage existing materials for reuse. Mailbox materials may need to be used for 28 reconstruction. 29 1. Remove Rip Rap 30 31 I. Remove rip rap to nearest existing dummy, expansion or construction joint. 2. Sawcut when removing to nearest joint is not practical. See 3.4.1<. 32 3. Remove Miscellaneous Concrete Structure 37 38 3. Bleak or perforate the bottom of structures to remain to prevent the entrapment of water. 33 34 I. Remove portions of miscellaneous concrete structures including foundations and 35 slabs that do not interfere with proposed construction to 2 feet below the finished ground line. 36 2. Cut reinforcement close to the portion of the concrete to remain in place. 39 1<. Sawcut 40 1. Sawing Equipment 41 a. Power -driven CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 024113-5 SELECTIVE SITE DEMOLITION Page 5 of 5 b. Manufactured for the purpose of sawing pavement 2 c. In good operating condition 3 d. Shall not spall or fracture the pavement to the removal area 4 2. Sawcut perpendicular to the surface completely through existing pavement. 5 3.5 REPAIR [NOT USED] 6 3.6 RE -INSTALLATION [NOT USED] 7 3.7 SITE QUALITY CONTROL [NOT USED] 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] II 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE (NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 16 17 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT \VORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I 2011 2008 CIP Contract 5C I latcher Street Be Richardson Street City Project No. 01233 024114-I UTILITY REMOVAL/ABANDONMENT Page 1 of 15 OSECTION 02 41 14 2 UTILITY REMOVAL/ABANDONMENT 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Direction for the removal, abandonment or salvaging of the following utilities: 7 a. Cathodic Protection Test Stations 8 b. Water Lines 9 c. Gate Valves 10 d. Water Valves I I e. Fire Hydrants 12 f. Water Meters and Meter Box 13 g. Water Sampling Station 14 h. Concrete Water Vaults 15 i. Sanitary Sewer Lines 16 j. Sanitary Sewer Manholes 17 k. Sanitary Sewer Junction Boxes 18 I. Storm Sewer Lines 19 m. Storm Sewer Manhole Risers 20 n. Storm Sewer Junction Boxes 21 o. Storm Sewer Inlets 22 p. Box Culverts 23 q. Headwalls and Safety End Treatments 24 r. Trench Drains 25 B. Deviations from this City of Fort Worth Standard Specification 26 1. None. 27 C. Related Specification Sections include, but are not necessarily limited to: 28 I. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 29 2. Division 1 — General Requirements 30 3. Section 03 34 13 — Controlled Low Strength Material (CLSM) 31 4. Section 33 05 10— Utility Trench Excavation, Embedment and Backlit' 32 5. Section 33 05 24 — Installation of Carrier Pipe 33 6. Section 33 11 11 —Ductile Iron Fittings 34 7. Section 33 1113 — Concrete Pressure Pipe, Bar -wrapped Pipe, Steel Cylinder Type 35 8. Section 33 1114— Buried Steel Pipe and Fittings 36 9. Section 33 12 25 — Connection to Existing Water Mains 37 1.2 PRICE AND PAYMENT PROCEDURES 38 A. Utility Lines 39 1. Abandonment of Utility Line by Grouting 40 a. Measurement ern/ OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5(2 Hatcher 5Ircel & Richardson Street City Project No. 01233 024114-2 UTILITY REMOVAL/ABANDONMENT Page 2 of 15 I 1) Measurement for this Item shall be per cubic yard of existing utility line to 2 be grouted. Measure by tickets showing cubic yards of grout applied. 3 b. Payment 4 I) The work performed and materials furnished in accordance with this Item 5 and measured as provided under "Measurement" shall be paid for at the 6 unit price per cubic yard of "Line Grouting" for: 7 a) Various types of utility line 8 c. The price bid shall include: 9 1) Low density cellular grout or CLSM 10 2) Water 11 3) Pavement removal 12 4) Excavation 13 5) Hauling 14 6) Disposal of excess materials 15 7) Furnishing, placement and compaction of backfill 16 8) Clean-up 17 2. Utility Line Removal, Separate Trench 18 a. Measurement 19 1) Measurement for this Item shall be per linear foot of existing utility line to 20 be removed. 21 b. Payment 22 1) The work performed and materials furnished in accordance with this Item 23 and measured as provided under "Measurement" shall be paid for at the 24 unit price bid per linear foot of"Remove Line" for: 25 a) Various types of existing utility line 26 b) Various sizes 27 c. The price bid shall include: 28 1) Removal and disposal of existing utility pipe 29 2) Pavement removal 30 3) Excavation 31 4) Hauling 32 5) Disposal of excess materials 33 6) Furnishing, placement and compaction of backfill 34 7) Clean-up 35 3. Utility Line Removal, Same Trench 36 a. Measurement 37 I) This Item is considered subsidiary the proposed utility line being installed. 38 b. Payment 39 I) The work performed and materials furnished in accordance with this Item 40 are subsidiary to the installation of proposed utility pipe and shall be 41 subsidiary to the unit price bid per linear foot of pipe complete in place, and 42 no other compensation will be allowed. 43 4. Cathodic Test Station Abandonment 44 a. Measurement 45 I) Measurement for this Item will be per each cathodic test station to he 46 abandoned. 47 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 C1P Contract 5C I Welter Street & Richardson Street City Project No. 01233 024114-3 U FILI7Y REMOVAL/ABANDONMENT Page 3 of 15 I) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" shall be paid for at the 3 unit price bid per each "Abandon Cathodic Test Station". 4 c. The price bid shall include: 5 I) Abandon cathodic test station 6 2) CLSM 7 3) Pavement removal 8 4) Excavation 9 5) Hauling 10 6) Disposal of excess materials 11 7) Furnishing, placement and compaction of backfi11 12 8) Clean-up 13 B. Water Lines and Appurtenances 14 I. Installation of a Water Line Pressure Plug 15 a. Measurement 16 I) Measurement for this Item shall be per each pressure plug to be installed. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under "Measurement" shall be paid for at the 20 unit price bid for each "Pressure Plug" installed for: 21 a) Various sizes 22 c. The price bid shall include: 23 I) Furnishing and installing pressure plug 24 2) Pavement removal 25 3) Excavation 26 4) Hauling 27 5) Disposal of excess material 28 6) Gaskets 29 7) Bolts and Nuts 30 8) Furnishing, placement ancl compaction of embedment 31 9) Furnishing, placement and compaction of backfi11 32 10) Disinfection 33 I I) Testing 34 12) Clean-up 35 2. Abandonment of Water Line by Cut and installation of Abandonment Plug 36 a. Measurement 37 I) Measurement for this Item shall be per each cut and abandonment plug 38 installed. 39 b. Payment L0 I) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" shall be paid for at the 42 unit price bid for each "Water Abandonment Plug"installed for: 43 a) Various sizes 44 c. The price bid shall include: 45 1) Furnishing and installing abandonment plug 46 2) Pavement removal 47 3) Excavation 48 4) Hauling 49 5) CLSM CITY OF FORT woRTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 024114-4 UI'ILrrY REMOVAL/ABANDONMENT Page 4 of I5 1 6) Disposal of excess material 2 7) Furnishing, placement and compaction of backfill 3 8) Clean-up 4 3. Water Valve Removal 5 a. Measurement 6 I) Measurement for this Item will be per each water valve to be removed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement" shall be paid for at the 10 unit price bid per each "Remove Water Valve" for: 11 a) Various sizes 12 c. The price bid shall include: 13 1) Removal and disposal of valve 14 2) CLSM 15 3) Pavement removal 16 4) Excavation 17 5) Hauling 18 6) Disposal of excess materials 19 7) Furnishing, placement and compaction of backfill 20 8) Clean-up 21 4. Water Valve Removal and Salvage 22 a. Measurement 23 1) Measurement for this Item will be per each water valve to be removed and 24 salvaged. 25 b. Payment 26 I) The work performed and materials furnished in accordance with this Item 27 and measured as provided under "Measurement" shall be paid for at the 28 unit price bid per each "Salvage Water Valve" for: 29 a) Various sizes 30 c. The price bid shall include: 31 1) Removal and Salvage of valve 32 2) CLSM 33 3) Delivery to City 34 4) Pavement removal 35 5) Excavation 36 6) Hauling 37 7) Disposal of excess materials 38 8) Furnishing, placement and compaction of backfill 39 9) Clean-up 40 5. Water Valve Abandonment 41 a. Measurement 42 1) Measurement for this Item will be per each water valve to be abandoned. 43 b. Payment 44 I) The work performed and materials furnished in accordance with this Item 45 and measured as provided under "Measurement" shall be paid for at the 46 unit price bid per each "Abandon Water Valve" for: 47 a) Various Sizes 48 c. The price bid shall include: 49 I) Abandonment of valve Cr1Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street Richardson Street City Project No. 01233 02 41 14 -5 UTILITY REMOVAL/ABANDONMENT Page 5 of 15 2) CLSM 2 3) Pavement removal 3 4) Excavation 4 5) Hauling 5 6) Disposal of excess materials 6 7) Furnishing, placement and compaction of backfill 7 8) Clean-up 8 6. Fire Hydrant Removal and Salvage 9 a. Measurement 10 I) Measurement for this Bern will be per each fire hydrant to be removed. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" shall be paid for at the 14 unit price bid per each "Salvage Fire Hydrant". 15 c. The price bid shall include: l6 I) Removal and salvage of fire hydrant 17 2) Delivery to City 18 3) Pavement removal 19 4) Excavation 20 5) Hauling 21 6) Disposal of excess materials 22 7) Furnishing, placement and compaction of backfill 23 8) Clean-up 24 7. Water Meter Removal and Salvage 25 a. Measurement 26 1) Measurement for this Item will be per each water meter to be removed and 27 salvaged. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement" shall be paid for at the 31 unit price bid per each "Salvage Water Meter" for: 32 a) Various sizes 33 c. The price bid shall include: 34 I) Removal and salvage of water meter 35 2) Delivery to City 36 3) Pavement removal 37 4) Excavation 38 5) Hauling 39 6) Disposal ofexcess materials 40 7) Furnishing, placement and compaction of backfill 41 8) Clean-up 42 8. Water Sampling Station Removal and Salvage 43 a. Measurement 44 I) Measurement for this Item will be per each water sampling station to be 45 removed. 46 b. Payment 47 I) The work performed and materials furnished in accordance with this Item 48 and measured as provided under "Measurement" shall be paid for at the 49 unit price bid per each "Salvage Water Sampling Station". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 (:IP Contract 5C Hatcher Street (F Richardson Street City Projeel No. 01233 024114-6 UTILITY REMOVAL/ABANDONMENT Page 6 of 15 1 c. The price bid shall include: 2 I) Removal and salvage of water sampling station 3 2) Delivery to City 4 3) Pavement removal 5 4) Excavation 6 5) Hauling 7 6) Disposal of excess materials 8 7) Furnishing, placement and compaction of backfill 9 8) Clean-up 10 9. Concrete Water Vault Removal 11 a. Measurement 12 1) Measurement for this Item will be per each concrete water vault to be 13 removed. 14 b. Payment 15 1) The work performed and taterials furnished in accordance with this Item 16 and measured as provided under "Measurement" shall be paid for at the 17 unit price bid per each "Remove Concrete Water Vault". 18 c. The price bid shall include: 19 I) Removal and disposal of concrete water vault 20 2) Removal, salvage and delivery of cast iron lid to City, if applicable 21 3) Removal, salvage and delivery of any valves to City, if applicable 22 4) Removal, salvage and delivery of any water meters to City, if applicable 23 5) Pavement removal 24 6) Excavation 25 7) Hauling 26 8) Disposal of excess materials 27 9) Furnishing, placement and compaction ofbackfill 28 10) Clean-up 29 C. Sanitary Sewer Lines and Appurtenances 30 1. Abandonment of Sanitary Sewer Line by Curt and installation of Abandonment Plug 31 a. Measurement 32 I) Measurement for this Item shall be per each cut and abandonment plug 33 installed. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" shall be paid for at the 37 unit price bid for each "Sewer Abandontent Plug" for: 38 a) Various sizes 39 c. The price bid shall include: 40 I) Furnishing and installing abandonment plug 41 2) Pavement removal 42 3) Excavation 43 4) Hauling 44 5) CLSM 45 6) Disposal of excess material 46 7) Furnishing, placement and compaction of back till 47 8) Clean-up 48 2. Sanitary Sewer Manhole Removal 49 a. Measurement CITY OF PORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 02 41 14 - 7 UTILITY REMOVAL/ABANDONMENT Page 7 of 15 1) Measurement for this Item will be per each sanitary sewer manhole to be 2 removed. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under "Measurement" shall be paid for at the 6 unit price bid per each "Remove Sewer Manhole" for: 7 a) Various diameters 8 c. The price bid shall include: 9 I) Removal and disposal of manhole 10 2) Removal, salvage and delivery of cast iron lid to City,f applicable 11 T 3) Cutting and plugging of existing sewer lines 12 4) Pavement removal 13 5) Excavation 14 6) Hauling 15 7) Disposal of excess materials 16 8) Furnishing, placement and compaction of backfill 17 9) Clean-up 18 3. Sanitary Sewer Junction Structure Removal 19 a. Measurement 20 1) Measurement for this Item will be per each sanitary sewer junction 21 structure being removed. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" shall be paid for at the 25 lump sum bid per each "Remove Sewer Junction Box" location. 26 c. The price bid shall include: 27 I) Removal and disposal of junction box 28 2) Pavement removal 29 3) Excavation 30 4) I-lauling 31 5) Disposal of excess materials 32 6) Furnishing, placement and compaction of backfill 33 7) Clean-up 34 D. Storm Sewer Lines and Appurtenances 35 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug 36 a. Measurement 37 I) Measurement for this Item shall be per each cut and abandonment plug to 38 be installed. 39 b. Payment 40 I) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" shall be paid for at the 42 unit price bid for each "Storm Abandonment Plug" installed for: 43 a) Various sizes 44 c. The price bid shall include: 45 1) Furnishing and installing abandonment plug 46 2) Pavement removal 47 3) Excavation 48 4) Hauling 49 5) CLSM CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C hatcher Street & Richardson Street City Project No. 01233 024114-8 UTILITY REMOVAL/ABANDONMENT Page 8 of 15 1 6) Disposal of excess material 2 7) Furnishing, placement and compaction of backlit! 3 8) Clean-up 4 2. Storm Sewer Manhole Removal 5 a. Measurement 6 I) Measurement for this Item will be per each storm sewer manhole to be 7 removed. 8 b. Payment 9 I) The work performed and materials furnished in accordance with this Item 10 and measured as provided under "Measurement" shall be paid for at the I 1 unit price bid per each "Remove Manhole Riser" for: 12 a) Various sizes 13 c. The price bid shall include: 14 I) Removal and disposal of manhole 15 2) Removal, salvage and delivery of cast iron lid to City, if applicable 16 3) Pavement removal 17 4) Excavation 18 5) Hauling 19 6) Disposal of excess materials 20 7) Furnishing, placement and compaction of backfill 21 8) Clean-up 22 3. Storm Sewer Junction Box Removal 23 a. Measurement 24 l) Measurement for this Item will be per each storm sewer junction structure 25 to be removed. 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" shall be paid for at the 29 unit price bid per each "Remove Storm Junction Box" for: 30 a) Various sizes 31 c. The price bid shall include: 32 I) Removal and disposal of junction box 33 2) Removal, salvage and delivery of cast iron lid to City, if applicable 34 3) Pavement removal 35 4) Excavation 36 5) Hauling 37 6) Disposal of excess materials 38 7) Furnishing, placement and compaction of backfill 39 8) Clean-up 40 4. Storm Sewer Junction Structure Removal 41 a. Measurement 42 I) Measurement for this Item will be per each storm sewer junction structure 43 being removed. 44 b. Payment 45 I) The work performed and materials furnished in accordance with this Item 46 and measured as provided under "Measurement" shall be paid for at the 47 lump sum bid per each "Remove Storm Junction Structure" location. 48 c. The price bid shall include: 49 I) Removal and disposal of junction structure an- OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CtP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 I 2 2) Removal, salvage and delivery of cast iron lid to City,ifapplicable 3) Pavement removal 3 4) Excavation 4 5) Hauling 5 6) Disposal of excess materials 6 7) Furnishing, placement and compaction of backfill 78) Clean-up 024114-9 UTILITY REMOVAUABANDONMENT Page 9 or 15 8 5. Storm Sewer Inlet Removal 9 a. Measurement 10 I) Measurement for this Item will be per each storm sewer inlet to be 1 I removed. 12 b. Payment 13 I) The work performed and materials furnished in accordance with this Item I rt and measured as provided under "Measurement" shall be paid for at the 15 unit price bid per each "Remove Storm Inlet" for: 16 17 a) Various types b) Various sizes 18 c. The price bid shall include: 19 I) Removal and disposal of inlet 20 2) Pavement removal 21 3) Excavation 22 4) Hauling 23 5) Disposal of excess materials 2524 6) Furnishing, placement and compaction of backfill 7) Clean-up 26 6. Storm Sewer Junction Box Removal 27 a. Measurement 28 I) Measurement for this Item shall be per linear foot of existing storm sewer 29 box to be removed. 30 b. Payment 31 I) The work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" shall be paid for at the 33 unit price bid per linear foot of "Remove Storm Junction Box" for all sizes. 34 c. The price bid shall include: 35 I) Removal and disposal of Storm Sewer Box 36 2) Pavement removal 37 3) Excavation 38 4) Hauling 39 5) Disposal of excess materials 40 6) Furnishing, placement and compaction of backfill 41 7) Clean-up 42 7. Headwall/SET Removal 43 a. Measurement 44 I) Measurement for this Item will be per each headwall or safety end 45 treatment (SET) to be removed. 46 b. Payment 47 I) The work performed and materials furnished in accordance with this Item 48 and measured as provided under "Measurement" shall be paid for at the 49 unit price bid per each "Remove Ieadwall/SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street S Richardson Street City Project No. 01233 024114-10 UTILITY REMOVAL/ABANDONMENT Page 10 of 15 1 c. The price bid shall include: 2 I) Removal and disposal of Headwall/SET 3 2) Pavement removal 4 3) Excavation 5 4) Hauling 6 5) Disposal of excess materials 7 6) Furnishing, placement and compaction of backfill 8 7) Clean-up 9 8. Trench Drain Removal 10 a. Measurement 11 I) Measurement for this Item shall be per linear foot of storm sewer trench 12 drain to be removed. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item 15 and measured as provided under "Measurement" shall be paid for at the 16 unit price bid per linear foot of "Remove Trench Drain" for: 17 a) Various sizes 18 c. The price bid shall include: 19 1) Removal and disposal of storm sewer line 20 2) Pavement removal 21 3) Excavation 22 4) Hauling 23 5) Disposal of excess materials 24 6) Furnishing, placement and compaction of backfill 25 7) Clean-up 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS 28 A. Coordination 29 I. Contact Inspector and the Water Department Field Operation Storage Yard for 30 coordination of salvage material return. 31 1.5 SUBMITTALS [NOT USED] 32 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE [NOT USED] 36 1.10 DELIVERY, STORAGE, AND HANDLING 37 A. Storage and Handling Requirements 38 1. Protect and salvage all materials such that no damage occurs during delivery to the 39 City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street 8 Richardson Street City Project No. 01233 024114-II UTILITY REMOVAL/ABANDONMENT Page I I of IS I 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 5 2.2 MATERIALS 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL (NOT USED] 8 PART 3- EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] I I 3.3 PREPARATION [NOT USED] 12 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 13 A. Water Lines and Appurtenances 14 I. Water Line Pressure Plugs 15 a. Ductile Iron Water Lines 16 1) Excavate, embed, and backlit' in accordance with Section 33 05 10. 17 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 18 with Section 33 11 II. 19 3) Perform Cut and Plug in accordance with Section 33 12 25. 20 b. PVC C900 and C905 Water Lines 21 1) Excavate, embed, and backlit! in accordance with Section 33 05 10. 22 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 23 with Section 33 11 11. 24 3) Perform Cut and Plug in accordance with Section 33 12 25. 25 c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 26 1) Excavate, embed, and backfill in accordance with Section 33 05 10 27 2) Plug using: 28 a) A fabricated plug restrained by welding or by a Snap Ring in 29 accordance with Section 33 11 13; or 30 b) A blind flange in accordance with Section 33 11 13 31 3) Perform Cut and Plug in accordance with Section 33 12 25. 32 d. Buried Steel Water Lines 33 I) Excavate, embed, and backlit! in accordance with Section 33 05 10. 34 2) Plug using: 35 a) A fabricated plug restrained by welding in accordance with Section 33 36 1114; or 37 b) A blind flange in accordance with Section 33 1114 38 3) Perform Cut and Plug in accordance with Section 33 12 25. 39 2. Water Line Abandonment Plug CITY OF FoRT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract 5C I late her Street & Richardson Street City Project No. 01233 02 41 14 - 12 UTILITY REMOVAIJABANDONMENT Page 12 of 15 1 a. Excavate and backfill in accordance with Section 33 05 10. 2 b. Plug with CLSM in accordance with Section 03 34 13. 3 3. Water Line Abandonment by Grouting 4 a. Excavate and backfill in accordance with Section 33 05 10. 5 b. Dewater from existing line to be grouted. 6 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 7 or CLSM in accordance with 03 34 13. 8 d. Dispose of any excess material. 9 4. Water Line Removal 10 a. Excavate and backfill in accordance with Section 33 05 10. 11 b. Cut existing line from the utility system prior to removal. 12 c. Cut any services prior to removal. 13 d. Remove existing pipe line and properly dispose as approved by City. 14 5. Water Valve Removal 15 a. Excavate and backfill in accordance with Section 33 05 10. 16 b. Remove and dispose of valve bonnet, wedge and stem. 17 c. FiII valve body with CLSM in accordance with Section 03 34 13. 18 6. Water Valve Removal and Salvage 19 a. Excavate and backfill in accordance with Section 33 05 10. 20 b. Remove valve bonnet, wedge and stem. 21 c. Deliver salvaged material to the Water Department Field Operation Storage 22 Yard. 23 d. Protect salvaged materials from damage. 24 e. Fill valve body with CLSM in accordance with Section 03 34 13. 25 7. Water Valve Abandonment 26 a. Excavate and backfill in accordance with Section 33 05 10. 27 b. Remove the top 2 feet of the valve stack and any valve extensions. 28 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 29 8. Fire Hydrant Removal and Salvage 30 a. Excavate and backfill in accordance with Section 33 05 10. 31 b. Remove Fire Hydrant. 32 c. Place abandonment plug on fire hydrant lead line. 33 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 34 Yard. 35 e. Protect salvaged materials from damage. 36 9. Water Meter Removal and Salvage 37 a. Remove and salvage water meter. 38 b. Return salvaged meter to Project Representative. 39 c. City will provide replacement meter for installation. 40 d. Meter Box and Lid 41 1) Remove and salvage cast iron meter box lid. 42 2) Remove and dispose of any non -cast iron meter box lid. 43 3) Return salvaged material to the Water Department Field Operation Storage 44 Yard. 45 4) Remove and dispose of meter box. 46 10. Water Sample Station Removal and Salvage 47 a. Remove and salvage existing water sample station. CITY OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC I [atelier Street & Richardson Street City Project No. 01233 024114 -13 UTILITY REMOVAL/ABANDONMENT Page 13 of 15 b. Deliver salvaged material to the Water Department Field Operation Storage 2 Yard. 3 11. Concrete Water Vault Removal 4 a. Excavate and backfill in accordance with Section 33 05 10. 5 b. Remove and salvage vault lid. 6 c. Remove and salvage valves. 7 d. Remove and salvage meters. 8 e. Deliver salvaged material to the Water Department Field Operation Storage 9 Yard. 10 E Remove and dispose of any piping or other appurtenances. 11 g. Demolish and remove entire concrete vault. 12 h. Dispose of all excess materials. 13 12. Cathodic Test Station Abandonment 14 a. Excavate and backfill in accordance with Section 33 05 10 15 b. Remove the top 2 feel of the cathodic test station stack and contents. 16 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 17 B. Sanitary Sewer Lines and Appurtenances 18 1. Sanitary Sewer Line Abandonment Plug 19 a. Excavate and backfill in accordance with Section 33 05 10. 20 b. Remove and dispose of any sewage. 21 c. Plug with CLSM in accordance with Section 03 34 13. 22 2. Sanitary Sewer Line Abandonment by Grouting 23 a. Excavate and backfill in accordance with Section 33 05 10. 24 b. Dewater and dispose of any sewage from the existing line to be grouted. 25 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 26 or CLSM in accordance with 03 34 13. 27 d. Dispose of any excess material. 28 3. Sanitary Sewer Line Removal 29 a. Excavate and backfill in accordance with Section 33 05 10. 30 b. Cut existing line from the utility system prior to removal. 31 c. Cut any services prior to removal. 32 d. Remove existing pipe line and properly dispose as approved by City. 33 4. Sanitary Sewer Manholes Removal 34 a. Excavate and backfill in accordance with Section 33 05 10. 35 b. Remove and salvage manhole lid. 36 c. Deliver salvaged material to the Water Department Field Operation Storage. 37 d. Demolish and remove entire concrete manhole. 38 e. Cut and plug sewer lines to be abandoned. 39 5. Sanitary Sewer Junction Structure Removal 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 b. Remove and salvage manhole lid. 42 c. Deliver salvaged material to the Water Department Field Operation Storage. 43 d. Demolish and remove entire concrete manhole. 44 e. Cut and plug sewer lines to be abandoned. 45 C. Storm Sewer Lines and Appurtenances 46 1. Storm Sewer Abandonment Plug 47 a. Excavate and backfill in accordance with Section 33 05 10, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised .luly 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 024114 -14 lrra frY RENIOVAUA13ANDONMENT Page 14 of 15 1 b. Dewater line. 2 c. Plug with CLSM in accordance with Section 03 34 13. 3 2. Storm Sewer Line Abandonment by Grouting 4 a. Excavate and backfill in accordance with Section 33 05 10. 5 b. Dewater the existing line to be grouted. 6 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 7 or CLSM in accordance with 03 34 13. 8 d. Dispose of any excess material. 9 3. Storm Sewer Line Removal 10 a. Excavate and backfill in accordance with Section 33 05 10. 11 b. Remove existing pipe line and properly dispose as approved by City. 12 4. Storm Sewer Manholes Removal 13 a. Excavate and backfill in accordance with Section 33 05 10. 14 b. Demolish and remove entire concrete manhole. 15 c. Cut and plug storm sewer lines to be abandoned. 16 5. Storm Sewer Junction Box and/or Junction Structure Removal 17 a. Excavate and backfill in accordance with Section 33 05 10. 18 b. Demolish and remove entire concrete structure. 19 c. Cut and plug storm sewer lines to be abandoned. 20 6. Storm Sewer Inlet Removal 21 a. Excavate and backfill in accordance with Section 33 05 10. 22 b. Demolish and remove entire concrete inlet. 23 c. Cut and plug storm sewer lines to be abandoned. 24 7. Storm Sewer Box Removal 25 a. Excavate and backfill in accordance with Section 33 05 10. 26 b. Cut existing line from the utility system prior to removal. 27 c. Cut any services prior to removal. 28 d. Remove existing pipe line and properly dispose as approved by City. 29 8. Headwall/SET Removal 30 a. Excavate and backfill in accordance with Section 33 05 10. 31 b. Demolish and remove entire concrete inlet. 32 c. Cut and plug storm sewer lines to be abandoned. 33 9. Storm Sewer Trench Drain Removal 34 a. Excavate and backfill in accordance with Section 33 05 10. 35 b. Remove existing pipe line and dispose as approved by City. 36 3.5 REPAIR / 12ESTORATION [NOT USED] 37 3.6 RE -INSTALLATION [NOT USED] 38 3.7 FIELD tors] SITE QUALITY CONTROL 39 3.8 SYSTEM STARTUP [NOT USED] 40 3.9 ADJUSTING [NOT USEDI 41 3.10 CLEANING [NOT USED] 42 3.11 CLOSEOUT ACTIVITIES [NOT USED] 43 3.12 PROTECTION [NOT USED] art OF FORT wOR l I l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C I lateher Street Be Richardson Street City Project No. 01233 I 3.13 MAINTENANCE [NOT USED] 2 3.14 ATTACHMENTS [NOT USED] 3 4 END OF SECTION 0241I4-15 UTILITY REMOVAL/ABANDONMFNT Page 15 of15 DATE NAME Revision Log SUMMARY OF CHANGE CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal July 1, 2011 2008 CIF Contract 5C Halciror Street & Richardson Street City Project No. 01233 02 41 15 - 1 PAVING REMOVAI. Page 1 of6 1 SECTION 02 4115 2 PAVING REMOVAL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Removing concrete paving, asphalt paving and brick paving. 7 2. Removing concrete curb and gutter. 8 3. Removing concrete valley gutter. 9 4. Milling roadway paving. 10 5. Pulverization of existing pavement. I I 6. Disposal of retnoved materials. 12 B. Deviations from City of Fort Worth Standards 13 1. None 14 C. Related Specification Sections include but are not necessarily limited to 15 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 16 Contract. 17 2. Division 1 - General Requirements 18 3. Section 32 11 33 - Cement Treated Base Course 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Remove Concrete Paving: measure by the square yard from back-to-back of 23 curbs. 24 b. Remove Asphalt Paving: measure by the square yard between the lips of 25 gutters. 26 c. Remove Brick Paving: measure by the square yard. 27 d. Remove Concrete Curb and Gutter: measure by the linear foot. 28 e. Remove Concrete Valley Gutter: measure by the square yard 29 f. Wedge Milling: measure by the square yard for varying thickness. 30 g. Surface Milling: measure by the square yard for varying thickness. 31 h. Butt Milling: measured by the linear foot. 32 i. Pavement Pulverization: measure by the square yard. 33 j. Remove Speed Cushion: measure by each. 34 2. Payment 35 a. Remove Concrete Paving: full compensation for saw cutting, removal, hauling, 36 disposal, tools, equipment, labor and incidentals needed to execute work. 37 b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling, 38 disposal, tools, equipment, labor and incidentals needed to execute work. 39 c. Remove Brick Paving: full compensation for saw cutting, removal, salvaging, 40 cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to 41 execute work. CITY OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract 5C Hatcher Street 8 Richardson Street City Project No. 01233 02 41 15 - 2 PAVING REMOVAL Page 2 of 6 d. Remove Concrete Curb and Gutter: full compensation for saw cutting, removal, 2 hauling, disposal, tools, equipment, labor and incidentals needed to execute 3 work. 4 e. Remove Concrete Valley Gutter: full compensation for saw cutting, removal, 5 hauling, disposal, tools, equipment, labor and incidentals needed to execute 6 work. 7 f. Wedge Milling: full compensation for all milling, hauling milled material to 8 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 9 to execute the work. 10 g. Surface Milling: full compensation for all milling, hauling milled material to 11 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 12 to execute the work. 13 h. Butt Milling: full compensation for all milling, hauling milled material to 14 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 15 to execute the work. 16 i. Pavement Pulverization: full compensation for all labor, material, equipment, 17 tools and incidentals necessary to pulverize, remove and store the pulverized 18 material, undercut the base, mixing, compaction, haul off, sweep, 19 of the undercut material, and dispose 20 j. Remove speed cushion: full compensation for removal, hauling, disposal, 21 tools, equipment, labor, and incidentals needed to execute the work. 22 k. No payment for saw cutting of pavement or curbs and gutters will be made 23 under this section. Include cost of such work in unit prices for items listed in 24 bid form requiring saw cutting. 25 I. No payment will be made for work outside maximum payment limits indicated 26 on plans, or for pavements or structures removed for CONTRACTOR'S 27 convenience. 28 1.3 REFERENCES 29 A. ASTM International (ASTM): 30 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 31 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) city OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 024I 15-3 PAVING REMOVAL Page 3 of 6 I 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED[ 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART2- PRODUCTS 11 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 12 2.2 EQUIPMENT [NOT USED] 13 2.3 ACCESSORIES [NOT USED] 14 2.4 SOURCE QUALITY CONTROL [NOT USED] 15 PART 3 - EXECUTION 16 3.1 EXAMINATION [NOT USED] 17 3.2 INSTALLERS [NOT USED] 18 3.3 PREPARATION 19 A. General: 20 1. Mark paving removal limits for City approval prior to beginning removal. 21 2. Identify known utilities below grade - Stake and flag locations. 22 3.4 PAVEMENT REMOVAL 23 A. General. 24 I. Exercise caution to minimize damage to underground utilities. 25 2. Minimize amount of earth removed. 26 3. Remove paving to neatly sawed joints. 27 4. Use care to prevent fracturing adjacent, existing pavement. 28 B. Sawing 29 I. Sawing Equipment. 30 a. Power -driven. 31 b. Manufactured for the purpose of sawing pavement. 32 c. In good operating condition. 33 <I. Shall not spall or fracture the pavement structure adjacent to the removal area. 34 2. Sawcut perpendicular to the surface to full pavement depth, parallel and 35 perpendicular to existing joint. 36 3. Sawcut parallel to the original sawcut in square or rectangular fashion. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2003 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 02 41 15 -4 PAVING REMOVAL Page 4 of 6 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw 2 joint, cold joint, expansion joint, edge of paving or gutter Hp, remove paving to that 3 joint, edge or Hp. 4 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new, 5 neat, straight line for the purpose of removing the damaged area. 6 C. Retnove Concrete Paving and Concrete Valley Gutter 7 I. Sawcut: See 3.4.B. 8 2. Remove concrete to the nearest expansion joint or vertical saw curt. 9 D. Remove Concrete Curb and Gutter 10 1. Sawcut: See 3.4.B. 11 2. Minimum limits of removal: 30 inches in length. 12 E. Remove Asphalt Paving 13 I. Sawcut: See 3.4.B. 14 2. Remove pavement without disturbing the base material. 15 3. When shown on the plans or as directed, stockpile materials designated as 16 salvageable at designated sites. 17 4. Prepare stockpile area by removing vegetation and trash and by providing for 18 proper drainage. 19 F. Milling 20 I. General: 21 a. Mill surfaces to the depth shown in the plans or as directed. 22 b. Do not damage or disfigure adjacent work or existing surface improvements. 23 c. If milling exposes smooth underlying pavement surfaces, mill the smooth 24 surface to make rough. 25 d. Provide safe temporary transition where vehicles or pedestrians must pass over 26 the milled edges. 27 e. Remove excess material and clean milled surfaces. 28 f. Stockpiling of planed material will not be permitted within the right of way 29 unless approved by the City. 30 g. If the existing base is brick and cannot be milled, remove a 5 foot width of the 31 existing brick base. See 3.3.G. for brick paving removal. 32 2. Milling Equipment 33 a. Power operated milling machine capable of removing, in one pass or two 34 passes, the necessary pavement thickness in a five-foot minimum width. 35 b. Self-propelled with sufficient power, traction and stability to maintain accurate 36 depth of cut and slope. 37 c. Equipped with an integral loading and reclaiming means to itnmediately 38 remove material cut from the surface of the roadway and discharge the cuttings 39 into a truck, all in one operation. 40 d. Equipped with means to control dust created by the cutting action. 41 e. Equipped with a manual system providing for uniformly varying the depth of 42 cut while the machine is in motion making it possible to cut flush to all inlets, 43 manholes, or other obstructions within the paved area. 44 f. Variable Speed in order to leave the specified grid pattern. 45 g. Equipped to minimize air pollution. CITY OF FORT WOR Fit STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 200E CIP Contract 5C !hitcher Street & Richardson Street City Project No. 01233 024115-5 PAVING REMOVAL Page 5 of 6 1 3. Wedge Milling and Surface Milling 2 a. Wedge Mill existing asphalt, concrete or brick pavement from the lip of gutter 3 at a depth of 2 inches and transitioning to match the existing pavement (0-inch 4 cut) at a minimum width of 5 feet. 5 b. Surface Mill existing asphalt pavement to the depth specified, 6 c. Provide a milled surface that provides a uniform surface free from gouges, 7 ridges, oil film, and other imperfections of workmanship with a uniform 8 textured appearance. 9 d. In all situations where the existing H.M.A.C. surface contacts the curb face, the 10 wedge milling includes the removal of the existing asphalt covering the gutter 11 up to and along the face of curb. 12 e. Perform wedge or surface milling operation in a continuous manner along both 13 sides of the street or as directed. 14 4. Butt Joint Milling 15 a. Mill butt joints into the existing surface, in association with the wedge milling 16 operation. 17 b. Butt joint will provide a full width transition section and a constant depth at the 18 point where the new overlay is terminated. 19 c. Typical locations for butt joints are at all beginning and ending points of streets 20 where paving material is removed. Prior to the milling of the butt joints, 21 consult with the City for proper location and limits of these joints. 22 d. Butt Milled joints are required on both sides of all railroad tracks and concrete 23 valley gutters, bridge decks and culverts and all other items which transverse 24 the street and end the continuity of the asphalt surface. 25 e. Make each butt joint 20 feet long and milled out across the full width of the 26 street section to a tapered depth of 2 inch. 27 I. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a 28 line adjacent to the beginning and ending points or intermediate transverse 29 items. 30 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride 31 over the bump. 32 G. Remove Brick Paving 33 1. Remove masonry paving units to the limits specified in the plans or as directed by 34 the City. 35 2. Salvage existing bricks for re -use, clean, palletize, and deliver to the City Stock pile 36 yard at 3300 Yuma Street or as directed. 37 H. Pavement Pulverization 38 1. Pulverization 39 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 1133. 40 b. Temporarily remove and store the 8-inch deep pulverized material, then cut the 41 base 2 inches. 42 c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface. 43 2. Cement Application 44 a. Use 3.5% Portland cement. 45 b. See Section 32 1133. 46 3. Mixing: see Section 32 1 133. 47 4. Compaction: see Section 32 1 133. on OF roRT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street rec Richardson Street City Project No. 01233 0241 15-6 PAVING REMOVAL Page 6 ot'6 5. Finishing: see Section 32 1133. 2 6. Curing: see Section 32 11 33. 3 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed 4 stone/gravel: 5 a. Undercut not required 6 b. Pulverize 10 inches deep. 7 c. Remove 2-inch the total pulverized amount. 8 1. Remove speed cushion 9 1. Scrape or sawcut speed cushion from existing pavement without damaging existing 10 pavement. I 1 3.5 REPAIR [NOT USED] 12 3.6 RE -INSTALLATION [NOT USED] 13 3.7 FIELD QUALITY CONTROL [NOT USED[ 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE CITY 01: FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CH' Cunirael 5C Ilalcher Street & Richardson Street City Project No. 01233 2 3 PART 1- GENERAL SECTION 03 30 00 CAST -IN -PLACE CONCRETE 033000-1 CAST -IN -PLACE CONCRETE Page 1 of25 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Cast -in place concrete, including formwork, reinforcement, concrete materials, 7 mixture design, placement procedures and finishes, for the following: 8 a. Piers 9 b. Footings 10 c. Slabs -on -grade 11 d. Foundation walls 12 e. Retaining walls 13 f. Suspended slabs 14 g. Blocking 15 B. Deviations from this City of Fort Worth Standard Specification 16 1. None. 17 C. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 19 2. Division 1 — General Requirements 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 I. Measurement 23 a. This Item is considered subsidiary to the structure or Items being placed. 24 2. Payment 25 a. The work performed and the materials furnished in accordance with this Item 26 are subsidiary to the structure or Items being placed and no other compensation 27 will be allowed. 28 1.3 REFERENCES 29 A. Definitions 30 I. Cementitious Materials 31 a. Portland cement alone or in combination with 1 or more of the following: 32 1) Blended hydraulic cement 33 2) Fly ash 34 3) Other pozzolans 35 4) Ground granulated blast -furnace slag 36 5) Silica fume 37 b. Subject to compliance with the requirements of this specification 38 B. Reference Standards CITY OF FORT AVORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIP Contract SC Hatcher Street K Richardson Street City Project No. 01233 033000-2 CAST -IN -PLACE CONCRETE Page 2 of 25 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specifically cited. 4 2. American Association of State Highway and Transportation (AASHTO): 5 a. M 182, Burlap Cloth Made from Jute or Kenaf. 6 3. American Concrete Institute (AC1): 7 a. ACI 117 Specification for Tolerances for Concrete Construction and Materials 8 b. ACI 301 Specifications for Structural Concrete 9 c. ACI 305.1 Specification for Hot Weather Concreting 10 d. ACI 306.1 Standard Specification for Cold Weather Concreting 11 e. ACI 308.1 Standard Specification for Curing Concrete 12 f. ACI 318 Building Code Requirements for Structural Concrete 13 g. ACI 347 Guide to Formwork for Concrete 16 5. ASTM International (ASTM): 17 a. A36, Standard Specification for Carbon Structural Steel. I8 b. A 153, Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel 19 Hardware. 20 c. A 193, Standard Specification for Alloy -Steel and Stainless Steel Bolting 21 Materials for High -Temperature Service and Other Special Purpose 22 Applications. 23 d. A615, Standard Specification for Deformed and Plain Carbon -Steel Bars for 24 Concrete Reinforcement. 25 e. A706, Standard Specification for Low -Alloy Steel Deformed and Plain Bars for 26 Concrete Reinforcement. 27 f. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 28 Field. 29 g. C33, Standard Specification for Concrete Aggregates. 30 h. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 31 Specimens. 32 i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 33 Beams of Concrete. 34 j. C94, Standard Specification for Ready -Mixed Concrete. 35 k. C109, Standard Test Method for Compressive Strength of Hydraulic Cement 36 Mortars (Using 2-inch or {50-milimeter] Cube Specimens) 37 I. C 143, Standard Test Method for Slump of Hydraulic -Cement Concrete. 38 m. C 171, Standard Specification for Sheet Materials for Curing Concrete. 39 n. C 150, Standard Specification for Portland Cement. 40 o. C 172, Standard Practice for Sampling Freshly Mixed Concrete. 41 p. C219, Standard Terminology Relating to Hydraulic Cement. L2 q. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 43 Pressure Method. 44 r. C260, Standard Specification for Air -Entraining Admixtures for Concrete. 45 s. C309, Standard Specification for Liquid Membrane -Forming Compounds for L6 Curing Concrete. 47 t. C494, Standard Specification for Chemical Admixtures for Concrete. 14 4. American Institute of Steel Construction (AISC): 15 a. 303, Code of Standard Practice for Steel Buildings and Bridges. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2003 CIP Contract 5C Hatcher Street Ss Richardson Street City Project No. 01233 033000-3 CAST -IN -PLACE CONCRETE Page 3 of 25 1 U. C6I8, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 2 Pozzolan for Use in Concrete. 3 v. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 4 Concrete. 5 w. C989, Standard Specification for Ground Granulated Blast -Furnace Slag for 6 Use in Concrete and Mortars. 7 x. C 1017, Standard Specification for Chemical Admixtures for Use in Producing 8 Flowing Concrete. 9 y. C 1059, Standard Specification for Latex Agents for Bonding Fresh to Hardened 10 Concrete. 11 z. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 12 Cement Concrete. 13 aa. C1240, Standard Specification for Silica Fume Used in Cementitious Mixtures. 14 bb. El 155, Standard Test Method for Determining FF Floor Flatness and FL Floor 15 Levelness Numbers. 16 cc. F436, Standard Specification for Hardened Steel Washers. 17 6. American Welding Society (AWS). 18 a. DI.1, Structural Welding Code - Steel. 19 b. D1.4, Structural Welding Code - Reinforcing Steel. 20 7. Concrete Reinforcing Steel Institute (CRSI) 21 a. Manual of Standard Practice 22 8. Texas Department of Transportation 23 a. Standard Specification for Construction and Maintenance of Highways, Streets 24 and Bridges 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Work Included 27 L Design, fabrication, erection and stripping of formwork for cast -in -place concrete 28 including shoring, reshoring, falsework, bracing, proprietary forming systems, 29 prefabricated forms, void forms, permanent metal forms, bulkheads, keys, 30 blockouts, sleeves, pockets and accessories. 31 a. Erection shall include installation in formwork of items furnished by other 32 trades. 33 2. Furnish all labor and materials required to fabricate, deliver and install 34 reinforcement and embedded metal assemblies for cast -in -place concrete, including 35 steel bars, welded steel wire fabric, ties, supports and sleeves. 36 3. Furnish all labor and materials required to perform the following: 37 a. Cast -in -place concrete 38 b. Concrete mix designs 39 c. Grouting 40 1.5 SUBMITTALS 4I A. Submittals shall be in accordance with Section 01 33 00. 42 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 43 fabrication for specials. cm( OF FORT WORPI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMIEN S Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street r@ Richardson Street City Project No. 01233 21 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed 22 Concrete Production Facilities" 23 B. Source Limitations 24 I. Obtain each type or class of cementitious material of the same brand from the same 25 manufacturer's plans, obtain aggregate from I source and obtain admixtures through 26 I source from a single manufacturer. 27 C. ACI Publications 28 I. Comply with the following unless modified by requirements in the Contract Docu- 29 meats: 30 a. ACI 301 Sections 1 through 5 31 b. ACI 117 32 D. Concrete Testing Service 33 I. Engage a qualified independent testing agency to perform material evaluation tests. 34 1.10 DELIVERY, STORAGE, AND HANDLING 35 A. Steel Reinforcement 36 1 Deliver, store, and handle steel reinforcement to prevent bending and damage. 37 2. Avoid damaging coatings on steel reinforcement. 033000-4 CAST -IN -PLACE CONCRETE Page 4 or25 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 I. Required for each type of product indicated 4 B. Design Mixtures 5 1. For each concrete mixture submit proposed mix designs in accordance with ACI 6 318, chapter 5. 7 2. Submit each proposed mix design with a record of past performance. 8 3. Submit alternate design mixtures when characteristics of materials, Project condi- 9 tions, weather, test results or other circumstances warrant adjustments. 10 4. Indicate amounts of mixing water to be withheld for later addition at Project site. 11 a. Include this quantity on delivery ticket. 12 C. Steel Reinforcement Submittals for Information 13 I. Mill test certificates of supplied concrete reinforcing, indicating physical and chem- ical analysis. 15 1.7 CLOSEOUT SUBMITTALS [NOT USED[ 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Manufacturer Qualifications 19 I. A firm experienced in manufacturing ready -mixed concrete products and that com- a) plies with ASTM C94 requirements for production facilities and equipment CITY OF FORT NORTH STANDARD CONS'IRIJCTIoN SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CPI' Contract 5C Hatehcr Street & Richardson Street City Project No. 01233 033000-5 CAST -IN -PLACE CONCRETE Page 5 of 25 B. Waterstops 2 I. Store waterstops under cover to protect from moisture, sunlight, dirt, oil and other 3 contaminants. 4 1.11 FIELD CONDITIONS [NOT USED] 5 1.12 WARRANTY [NOT USED] 6 PART 2- PRODUCTS 7 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 8 2.2 PRODUCT TYPES AND MATERIALS 9 A. Manufacturers 10 1. In other Part 2 articles where titles below introduce lists, the following requirements 11 apply to product selection: 12 a. Available Products: Subject to compliance with requirements, products that 13 may be incorporated into the Work include, but are not limited to, products 14 specified. 15 b. Available Manufacturers: Subject to compliance with requirements, 16 manufacturers offering products that may be incorporated into the Work 17 include, but are not limited to, manufacturers specified. 18 B. Form -Facing Materials 19 1. Rough -Formed Finished Concrete 20 a. Plywood, Iumber, metal or another approved material 21 b. Provide lumber dressed on at least 2 edges and I side for tight fit. 22 2. Chamfer Strips 23 a. Wood, metal, PVC or rubber strips 24 b. 3/a-inch x 3/cinch, minimum 25 3. Rustication Strips 26 a. Wood, metal, PVC or rubber strips 27 b. Kerfed for ease of form removal 28 29 30 31 32 4, Form -Release Agent a. Commercially formulated form -release agent that will not bond with, stain or adversely affect concrete surfaces b. Shall not impair subsequent treatments of concrete surfaces c. For steel form -facing materials, formulate with rust inhibitor. 33 5. Form Ties 34 a. Factory -fabricated, removable or snap -off metal or glass -fiber -reinforced 35 plastic form ties designed to resist lateral pressure of fresh concrete on forms 36 and to prevent sparring of concrete on removal. 37 b. Furnish units that will leave no corrodible metal closer than 1 inch to the plane 38 of exposed concrete surface. 39 c. Furnish ties that, when removed, will leave holes no larger than 1 inch in 40 diameter in concrete surface. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIP Contract 5C tlatcher Street & Richardson Street City Project No. 01233 033000-6 CAST -IN -PLACE CONCRETE Page 6 or25 d. Furnish ties with integral water -barrier plates to walls indicated to receive 2 dampproofing or waterproofing. 3 C. Steel Reinforcement 4 1. Reinforcing Bars 5 a. ASTM A615, Gracie 60, deformed 6 D. Reinforcement Accessories 7 I. Smooth Dowel Bars 8 a. ASTM A615, Grade 60, steel bars (smooth) 9 b. Cut bars true to length with ends square and free of burrs. 10 2. Bar Supports I I a. Bolsters, chairs, spacers and other devices for spacing, supporting 12 ! a, PI g and fastening reinforcing bars and welded wire reinforcement in place 13 b. Manufacture bar supports from steel wire, plastic or precast concrete according 14 to CRSI's "Manual of Standard Practice," of greater compressive strength than 15 concrete and as follows: 16 1) For concrete surfaces exposed to view where legs of wire bar supports 17 contact forms, use CRSI Class I plastic -protected steel wire or CRSI 18 Class 2 stainless -steel bar supports. 19 2) For slabs -on -grade, provide sand plates, horizontal runners or precast 20 concrete blocks on bottom where base material will not support chair legs 21 or where vapor barrier has been specified. 22 E. Embedded Metal Assemblies 23 1. Steel Shapes and Plates: ASTM A36 24 2. Headed Studs: Heads welded by full -fusion process, as furnished by TRW Nelson 25 Stud Welding Division or approved equal 26 F Expansion Anchors 27 1. Available Products 28 a. Wej-it Bolt, Wej-it Corporation, Tulsa, Oklahoma 29 b. Kwik Bolt II, Hilti Fastening Systems, Tulsa, Oklahoma 30 c. Imhoff, Ramset Fastening Systems, Paris, Kentucky 31 G. Adhesive Anchors and Dowels 32 1. Adhesive anchors shall consist of threaded rods anchored with an adhesive system 33 into hardened concrete or grout -filled masonry. 34 a. The adhesive system shall use a 2-component adhesive mix and shall be 35 injected with a static mixing nozzle following manufacturer's instructions. 36 b. The embedment depth of the rod shall provide a minimum allowable bond 37 strength that is equal to the allowable yield capacity of the rod, unless otherwise 38 specified. 39 2. Available Products 40 a. Hilti HIT 1-IY 150 Max 41 b. Simpson Acrylic -Tie 42 c. Powers Fasteners AC 100+ Gold 43 3. Threaded Rods: ASTM A193 CITY OF FORT WORTH STANDARD CONSTRUCTION RUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 033000-7 CAST -IN -PLACE CONCRETE Page 7 of 25 a. Nuts: ASTM A563 hex carbon steel 2 b. Washers: ASTM F436 hardened carbon steel 3 c. Finish: Hot -dip zinc coating, ASTM A153, Class C 4 H. Inserts 5 1. Provide metal inserts required for anchorage of materials or equipment to concrete 6 construction where not supplied by other trades: 7 a. In vertical concrete surfaces for transfer of direct shear loads only, provide 8 adjustable wedge inserts of malleable cast iron complete with bolts, nuts and 9 washers. 10 I) Provide'/4-inch bolt size, unless otherwise indicated. 11 b. In horizontal concrete surfaces and whenever inserts are subject to tension 12 forces, provide threaded inserts of malleable cast iron furnished with full depth 13 bolts. 14 I) Provide'/4-inch bolt size, unless otherwise indicated. 15 1. Concrete Materials 16 1. Cementitious Material 17 a. Use the following cementitious materials, of the same type, brand, and source, 18 throughout Project: 19 I) Portland Cement 20 a) ASTM C15O, Type I/11, gray 21 b) Supplement with the following: 22 (1) Fly Ash 23 (a) ASTM C6I8, Class C or F 24 (2) Ground Granulated Blast -Furnace Slag 25 (a) ASTM C989, Grade 100 or 120. 26 2) Silica Fume 27 a) ASTM C1240, amorphous silica 28 3) Normal -Weight Aggregates 29 a) ASTM C33, Class 3S coarse aggregate or better, graded 30 b) Provide aggregates from a single source. 31 4) Maximum Coarse -Aggregate Size 32 a) '/4-inch nominal 33 5) Fine Aggregate 34 a) Free of materials with deleterious reactivity to alkali in cement 35 6) Water 36 a) ASTM C94 and potable 37 J. Admixtures 38 1. Air -Entraining Admixture 39 a. ASTM C26O 40 2. Chemical Admixtures 41 0. Provide admixtures certified by manufacturer to be compatible with other ad- 42 mixtures and that will not contribute water-soluble chloride ions exceeding 43 those permitted in hardened concrete. 44 b. Do not use calcium chloride or admixtures containing calcium chloride. 45 c. Water -Reducing Admixture 46 I) ASTM C494, Type A CITY OF FORT WORri1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Judy 1, 2011 2008 CIP Contract 5C Ilateher Street & Richardson Street City Project No. 01233 033000-8 CAST -IN -PLACE CONCRETE Page 8 of 25 d. Retarding Admixture 2 1) ASTM C494, Type B 3 e. Water -Reducing and Retarding Admixture 4 I) ASTM C494, Type D 5 f. High -Range, Water -Reducing Admixture 6 1) ASTM C494, Type F 7 g. High -Range, Water -Reducing and Retarding Admixture 8 1) ASTM C494, Type G 9 h. Plasticizing and Retarding Admixture 10 1) ASTM C1017, Type II II K. Waterstops 12 1. Self -Expanding Butyl Strip Waterstops 13 a. Manufactured rectangular or trapezoidal strip, butyl rubber with sodium 14 bentonite or other hydrophilic polymers, for adhesive bonding to concrete, '/n- 15 inch x 1-inch. 16 b. Available Products 17 1) Colloid Environmental Technologies Company; Volclay Waterstop-RX 18 2) Concrete Sealants Inc.; Conseal CS-231 19 3) Greenstreak; Swellstop 20 4) Henry Company, Sealants Division; Hydro -Flex 21 5) JP Specialties, Inc.; Earthshield Type 20 22 6) Progress Unlimited, Inc.; Superstop 23 7) TCMiraDRI; Mirastop 24 L. Curing Materials 25 I. Absorptive Cover 26 a. AASHTO M182, Class 2, burlap cloth made from jute or kenaf, weighing 27 approximately 9 ounces/square yard when dry 28 2. Moisture -Retaining Cover 29 a. ASTM C 171, polyethylene film or white burlap -polyethylene sheet 30 3. Water 31 a. Potable 32 4. Clear, Waterborne, Membrane -Forming Curing Compound 33 a. ASTM C309, Type I, Class B, dissipating 34 b. Available Products 35 I) Anti -Hydro International, Inc.; AI I Curing Compound //2 DR WB 36 2) Burke by Edoco; Aqua Resin Cure 37 3) ChemMasters; Safe -Cure Clear 38 4) Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior 39 Company; W.B. Resin Cure 40 5) Dayton Superior Corporation; Day Chem Rez Cure (J-I I-W) 41 6) Euclid Chemical Company (The); Kurez DR VOX 42 7) Kaufman Products, Inc.; Thinfilm 420 43 8) Lambert Corporation; Aqua Kure -Clear 44 9) L&M Construction Chemicals, Inc.; L&M Cure R 45 10) Meadows, W. R., Inc.; 1100 Clear 46 1 I) Nox-Crete Products Group, Kinsman Corporation; Resin Cure E CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC tlatelier Street & Richardson Street City Project No. 01233 033000-9 CAST -IN -PLACE CONCRETE Page 9 of 25 1 12) Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure 2 13) Tamms Industries, Inc.; Horncure WB 30 3 14) Unitex; Hydro Cure 309 4 15) US Mix Products Company; US Spec Maxcure Resin Clear 5 16) Vexcon Chemicals, Inc.; Certi-Vex Enviocure 100 6 M. Related Materials 7 1. Bonding Agent 8 a. ASTM C1059, Type II, non-redispersible, acrylic emulsion or styrene 9 butadiene 10 2. Epoxy Bonding Adhesive 11 a. ASTM C881, 2-component epoxy resin, capable of humid curing and bonding 12 to damp surfaces, of class suitable for application temperature and of grade to 13 suit requirements, and as follows: 14 1) Types I and II, non -load bearing 15 2) IV and V, load bearing, for bonding 16 3) Hardened or freshly mixed concrete to hardened concrete 17 3. Reglets 18 a. Fabricate reglets of not less than 0.0217-inch thick, galvanized steel sheet 19 b. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete 20 or debris. 21 4. Sleeves and Blockouts 22 a. Formed with galvanized metal, galvanized pipe, polyvinyl chloride pipe, fiber 23 tubes or wood 24 5. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages 25 a. Sized as required 26 b. Shall be of strength and character to maintain formwork in place while placing 27 concrete 28 N. Repair Materials 29 1. Repair Underlayment 30 a. Cement -based, polymer -modified, self -leveling product that can be applied in 31 thicknesses of 1/8 inch or greater 32 1) Do not feather. 33 b. Cement Binder 34 I) ASTM C150, portland cement or hydraulic or blended hydraulic cement as 35 defined in ASTM C219 36 c. Primer 37 1) Product of underlayment manufacturer recommended for substrate, condi- 38 tions, and application 39 d. Aggregate 40 1) Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as 41 recommended by underlayment manufacturer 42 e. Compressive Strength 43 I) Not less than 4100 psi at 28 days when tested according to 44 ASTM C 109/C I09M 45 2. Repair Overlayment CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C I latcher Street & Richardson Street City Project No. 01233 03 30 00 - 10 CAST -IN -PLACE CONCRETE Page 10 0125 a. Cement -based, polymer -modified, self -leveling product that can be applied in 2 thicknesses of 1/8 inch or greater 3 I) Do not feather. 4 b. Cement Binder 5 I) ASTM C 150, portland cement or hydraulic or blended hydraulic cement as 6 defined in ASTM C219 7 c. Primer 8 1) Product of topping manufacturer recommended for substrate, conditions, 9 and application IO d. Aggregate 11 1) Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommend- 12 ed by topping manufacturer 13 e. Compressive Strength 14 1) Not less than 5000 psi at 28 days when tested according to ASTM C109 15 O. Concrete Mixtures, General 16 1. Prepare design mixtures for each type and strength of concrete, proportioned on the 17 basis of laboratory trial mixture or field test data, or both, according to AC1301. 18 a. Required average strength above specified strength 19 I) Based on a record of past performance 20 a) Determination of required average strength above specified strength 21 shall be based on the standard deviation record of the results of at least 22 30 consecutive strength tests in accordance with ACI 318, Chapter 5.3 23 by the larger amount defined by formulas 5-1 and 5-2. 24 2) Based on laboratory trial mixtures 25 a) Proportions shall be selected on the basis of laboratory trial batches 26 prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an 27 average strength greater than the specified strength fc by the amount 28 defined in table 5.3.2.2. 29 3) Proportions of ingredients for concrete mixes shall be determined by an in- 30 dependent testing laboratory or qualified concrete supplier. 31 4) For each proposed mixture, at least 3 compressive test cylinders shall be 32 made and tested for strength at the specified age. 33 a) Additional cylinders may be made for testing for information at earlier 34 ages. 35 2. Cementitious Materials 36 a. Limit percentage, by weight, of cementitious materials other than portland ce- 37 men( in concrete as follows, unless specified otherwise: 38 1) Fly Ash: 25 percent 39 2) Combined Fly Ash and Pozzolan: 25 percent 40 3) Ground Granulated Blast -Furnace Slag: 50 percent 41 4) Combined Fly Ash or Pozzolan and Ground Granulated Blast -Furnace 42 Slag: 50 percent 43 5) Portland cement minimum, with fly ash or pozzolan not exceeding 25 per- 44 cent 45 6) Silica Fume: IO percent CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I 201 I 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 033000-11 CAST -IN -PLACE CONCRETE Page 11 of 25 I 7) Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or 2 pozzolans not exceeding 25 percent and silica fume not exceeding 10 per- 3 cent 4 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast -Furnace Slag, 5 and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 6 percent and silica fume not exceeding 10 percent 7 3. Limit water-soluble, chloride -ion content in hardened concrete to 0.1 percent by 8 weight of cement. 9 4. Admixtures 10 a. Use admixtures according to manufacturer's written instructions. I 1 b. Do not use admixtures which have not been incorporated and tested in accepted 12 mixes. 13 c. Use water -reducing high -range water -reducing or plasticizing admixture in 14 concrete, as required, for placement and workability. 15 d. Use water -reducing and retarding admixture when required by high 16 temperatures, low humidity or other adverse placement conditions. 17 e. Use water -reducing admixture in pumped concrete, concrete for heavy -use 18 industrial slabs and parking structure slabs, concrete required to be watertight, 19 and concrete with a water-cementitious materials ratio below 0.50. 20 f. Use corrosion -inhibiting admixture in concrete mixtures where indicated. 21 P. Concrete Mixtures 22 1. Refer to TxDOT "Standard Specifications for Construction and Maintenance of 23 Highways, Streets, and Bridges" for: 24 a. Culverts 25 b. Headwalls 26 c. Wingwalls 27 2. Proportion normal -weight concrete mixture as follows: 28 a. Minimum Compressive Strength: 3,000 psi at 28 days 29 b. Maximum Water-Cementitious Materials Ratio: 0.50 30 c. Slump Limit: 5 inches or 8 inches for concrete with verified slump of 2 to 4 31 inches before adding high -range water -reducing admixture or plasticizing 32 admixture, plus or minus 1 inch 33 d. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4- 34 inch notninal maximum aggregate size 35 Q. Fabricating Reinforcement 36 1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 37 R. Fabrication of Embedded Metal Assemblies 38 1. Fabricate metal assemblies in the shop. Holes shall be made by drilling or 39 punching. Holes shall not be made by or enlarged by burning. Welding shall be in 40 accordance with AWS D1.1. 41 2. Metal assemblies exposed to earth, weather or moisture shall be hot dip galvanized. 42 All other metal assemblies shall be either hot dip galvanized or painted with an 43 epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound 44 installed in accordance with the manufacturer's instructions. Repair painted 45 assemblies after welding with same type of paint. cunt OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project Na 01233 7 2. Project -Site Mixing: Measure, batch, and mix concrete materials and concrete 89 according to ASTM C94/C94M. Mix concrete materials in appropriate chum -type batch machine mixer. 10 a. For mixer capacity of 1 cubic yard or smaller, continue mixing at least 1-1/2 11 12 minutes, but not more than 5 minutes after ingredients are in mixer, before any part of batch is released. 13 14 b. For mixer capacity larger than 1 cubic yard, increase mixing time by 15 seconds for each additional 1 cubic yard. 15 c. Provide batch ticket for each batch discharged and used in the Work, indicating 16 17 Project identification name and number, date, mixture type, mixture time, quantity, and amount of water added. Record approximate location of final 18 deposit in structure. 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 30 31 2. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of AC1 1 17. 32 a. Vertical alignment 33 1) Lines, surfaces and arises less than 100 feet in height - 1 inch. 34 2) Outside corner of exposed corner columns and control joints in concrete 35 exposed to view less than 100 feet in height - 1/2 inch. 36 3) Lines, surfaces and arises greater than 100 feet in height - 1/1000 times the 37 height but not more than 6 inches, 38 4) Outside corner of exposed corner columns and control joints in concrete 39 40 exposed to view greater than 100 feet in height - 1/2000 times the height but not more than 3 inches. 033000- 12 CAST -IN -PLACE CONCRE rf Page 12 of 25 S. Concrete Mixing 2 3 1. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C94, and furnish batch ticket information. 4 5 a. When air temperature is between 85 and 90 degrees Fahrenheit, reduce mixing 6 and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 degrees Fahrenheit, reduce mixing and delivery time to 60 minutes. 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED) 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. Formwork 27 28 1. Design, erect, shore, brace, and maintain formwork, according to AC1 301, to 29 support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I 2011 2003 CIP Contract ,SC ditcher Street & Richardson Street City Project No. 01233 033000-13 CAST -IN -PLACE CONCRETE Page 13 of 25 1 b. Lateral alignment 2 1) Members - 1 inch. 3 2) Centerline of openings 12 inches or smaller and edge location of larger 4 openings in slabs - 1/2 inch. 5 3) Sawcuts, joints, and weakened plane embedments in slabs - 3/4 inch. 6 c. Level alignment 7 1) Elevation of slabs -on -grade - 3/4 inch. 8 2) Elevation of top surfaces of formed slabs before removal of shores - 3/4 9 inch. 10 3) Elevation of formed surfaces before removal of shores - 3/4 inch. It d. Cross -sectional dimensions: Overall dimensions of beams, joists, and columns 12 and thickness of walls and slabs. 13 1) 12 inch dimension or less - plus 1/2 inch to minus 1/4 inch. 14 2) Greater than 12 inch to 3 foot dimension - plus 1/2 inch to minus 3/8 inch. 15 3) Greater than 3 foot dimension - plus l inch to minus 3/4 inch. 16 e. Relative alignment 17 1) Stairs 18 a) Difference in height between adjacent risers - 1/8 inch. 19 b) Difference in width between adjacent treads - 1/4 inch. 20 c) Maximum difference in height between risers in a flight of stairs - 3/8 21 inch. 22 d) Maxitnum difference in width between treads in a flight of stairs - 3/8 23 inch. 24 2) Grooves 25 a) Specified width 2 inches or less - 1/8 inch. 26 b) Specified width between 2 inches and 12 inches - 1/4 inch. 27 3) Vertical alignment of outside corner of exposed corner columns and control 28 joint grooves in concrete exposed to view - 1/4 inch in 10 feet. 29 4) All other conditions - 3/8 inch in 10 feet. 30 3. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, 31 as follows: 32 a. Class B, 1/4 inch for smooth -formed finished surfaces. 33 b. Class C, 1/2 inch for rough -formed finished surfaces. 34 4. Construct forms tight enough to prevent loss of concrete mortar. 35 5. Fabricate forms for easy removal without hammering or prying against concrete 36 surfaces. Provide crush or wrecking plates where stripping may damage cast 37 concrete surfaces. Provide top fors for inclined surfaces steeper than 1.5 38 horizontal to 1 vertical. 39 a. Install keyways, reglets, recesses, and the like, for easy removal. 40 b. Do not use rust -stained steel form -facing material. 41 6. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve 42 required elevations and slopes in finished concrete surfaces. Provide and secure 43 units to support screed strips; use strike -off templates or compacting -type screeds. 44 7. Construct formwork to cambers shown or specified on the Drawings to allow for 45 structural deflection of the hardened concrete. Provide additional elevation or 46 camber in formwork as required for anticipated formwork deflections due to weight 47 and pressures of concrete and construction loads. CITY or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 4 9. Provide temporary openings for cleanouts and inspection ports where interior area 5 of formwork is inaccessible. Close openings with panels tightly fitted to forms and 6 securely braced to prevent loss of concrete mortar. Locate temporary openings in 7 forms at inconspicuous locations. 8 10. Chamfer exterior corners and edges of permanently exposed concrete. 033000-14 CAST -IN -PLACE CONCRETE Page 14 of 25 8. Foundation Elements: Form the sides of all below grade portions of beams, pier 2 caps, walls, and columns straight and to the lines and grades specified. Do no earth 3 form foundation elements unless specifically indicated on (he Drawings. 14 13. Retighten forms and bracing before placing concrete, as required, to prevent mortar 15 leaks and maintain proper alignment. 16 14. Coat contact surfaces of forms with fom-release agent, according to manufacturer's 17 written instructions, before placing reinforcement, anchoring devices, and 18 embedded items. 19 a. Do not apply form release agent where concrete surfaces are scheduled to 20 receive subsequent finishes which may be affected by agent. Soak contact 21 surfaces of untreated forms with clean water. Keep surfaces wet prior to 22 placing concrete. 23 B. Embedded Items 24 I. Place and secure anchorage devices and other embedded items required for 25 adjoining work that is attached to or supported by cast -in -place concrete. Use 26 setting drawings, templates, diagrams, instructions, and directions furnished with 27 items to be embedded. 28 a. Install anchor rods, accurately located, to elevations required and complying 29 with tolerances in AISC 303, Section 7.5. 30 1) Spacing within a bolt group: 1/8 inch 31 2) Location of bolt group (center): 'A inch 32 3) Rotation of bolt group: 5 degrees 33 4) Angle off vertical: 5 degrees 34 5) Bolt projection: t 3/8 inch 35 b. Install reglets to receive waterproofing and to receive through -wall flashings in 36 outer face of concrete frame at exterior walls, where flashing is shown at lintels, 37 shelf angles, and other conditions. 38 C. Removing and Reusing Forms 39 I. Do not backfill prior to concrete attaining 75 percent of its 28-clay design 40 compressive strength. 9 11. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and 10 bulkheads required in the Work. Determine sizes and locations from trades 11 providing such items. 12 12. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, 13 sawdust, dirt, and other debris just before placing concrete. 41 2. General: Formwork for sides of beams, walls, columns, and similar parts of the 42 Work that does not support weight of concrete may be removed after cumulatively 43 curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if 44 concrete is hard enough to not be damaged by form -removal operations and curing 45 and protection operations are maintained. Crry OF FORT WOR'r1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C [hatcher Street & Richardson Street City Project No. 01233 03 30 00 - 15 CAST -IN -PLACE CONCRETE Page 15 of 25 1 a. Leave formwork for beam soffits, joists, slabs, and other structural elements 2 that supports weight of concrete in place until concrete has achieved at least 70 3 percent of its 28-clay design compressive strength. 4 b. Do not remove formwork supporting conventionally reinforced concrete until 5 concrete has attained 70 percent of its specified 28 day compressive strength as 6 established by tests of field cured cylinders. In the absence of cylinder tests, 7 supporting formwork shall remain in place until the concrete has cured at a 8 temperature of at least 50 degrees Fahrenheit for the minimum cumulative time 9 periods given in ACI 347, Section 3.7.2.3. Add the period of time when the 10 surrounding air temperature is below 50 degrees Fahrenheit, to the minimum 11 listed time period. Formwork for 2-way conventionally reinforced slabs shall 12 remain in place for at least the minimum cumulative time periods specified for 13 I -way slabs of the same maximum span. 14 c. Immediately reshore 2-way conventionally reinforced slabs after formwork 15 removal. Reshores shall remain until the concrete has attained the specified 28 16 day compressive strength. 17 d. Minimum cumulative curing times may be reduced by the use of high -early 18 strength cement or forming systems which allow form removal without 19 disturbing shores, but only after the Contractor has demonstrated to the 20 satisfaction of the Engineer that the early removal of forms will not cause 21 excessive sag, distortion or damage to the concrete elements. 22 e. Completely remove wood forms. Provide temporary openings if required. 23 f. Provide adequate methods of curing and thermal protection of exposed concrete 24 if forms are removed prior to completion of specified curing time. 25 g. Reshore areas required to support construction loads in excess of 20 pounds per 26 square foot to properly distribute construction loading. Construction loads up 27 to the rated live load capacity may be placed on unshored construction provided 28 the concrete has attained the specified 28 day compressive strength. 29 h. Obtaining concrete compressive strength tests for the purposes of form removal 30 is the responsibility of the Contractor. 31 i. Remove forms only if shores have been arranged to permit removal of forms 32 without loosening or disturbing shores. 33 3. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, 34 delaminated, or otherwise damaged form -facing material will not be acceptable for 35 exposed surfaces. Apply new form -release agent. 36 4. When forms are reused, clean surfaces, remove fins and laitance, and tighten to 37 close joints. Align and secure joints to avoid offsets. Do not use patched forms for 38 exposed concrete surfaces unless approved by Engineer. 39 D. Shores and Reshores 40 1. The Contractor is solely responsible for proper shoring and reshoring. 41 2. Comply with AC1 318 and ACI 301 for design, installation, and removal of shoring 42 and reshoring. 43 a. Do not remove shoring or reshoring until measurement of slab tolerances is 44 complete. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 03 30 00 - 16 CAST -IN -PLACE CONCRETE Page 16 of 25 3. Plan sequence of removal of shores and reshore to avoid damage to concrete. 2 Locate and provide adequate reshoring to support construction without excessive 3 stress or deflection. 4 E. Steel Reinforcement 5 1. General: Comply with CRSI's "Manual of Standard Practice" for placing 6 reinforcement. 7 a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder 8 before placing concrete. 9 2. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign 10 materials that would reduce bond to concrete. I I 3. Accurately position, support, and secure reinforcement against displacement. 12 Locate and support reinforcement with bar supports to maintain minimum concrete 13 cover. Do not tack weld crossing reinforcing bars. 14 a. Weld reinforcing bars according to AWS D1.4, where indicated. Only steel 15 conforming to ASTM A706 may be welded. 16 4. Installation tolerances 17 a. Top and bottom bars in slabs, girders, beams and joists: 18 I) Members 8 inches deep or less: ±3/8 inch 19 2) Members more than 8 inches deep: ±I/2 inch 20 b. Concrete Cover to Formed or Finished Surfaces: ±3/8 inches for members 8 21 inches deep or less; ±I/2 inches for members over 8 inches deep, except that 22 tolerance for cover shall not exceed 1/3 of the specified cover. 23 5. Concrete Cover 24 a. Reinforcing in structural elements deposited against the ground: 3 inches 25 b. Reinforcing in formed beams, columns and girders: I-1/2 inches 26 c. Grade beams and exterior face of formed walls and columns exposed to 27 weather or in contact with the ground: 2 inches 28 d. interior faces of walls: I inches 29 e. Slabs: 3/4 inches 30 6. Splices: Provide standard reinforcement splices by lapping and tying ends. Comply 31 with ACI 318 for minimum lap of spliced bars where not specified on the 32 documents. Do not lap splice no. 14 and 18 bars. 33 7. Field Welding of Embedded Metal Assemblies 34 a. Remove all paint and galvanizing in areas to receive field welds. 35 b. Field Prepare all areas where paint or galvanizing has been removed with the 36 specified paint or cold galvanizing compound, respectively. 37 F. Joints 38 I. General: Construct joints true to line with faces perpendicular to surface plane of 39 concrete. 40 2. Construction Joints: Install so strength and appearance of concrete are not 41 impaired, at locations indicated or as approved by Engineer. 42 a. Place joints perpendicular to main reinforcement. Continue reinforcement 43 across construction joints, unless otherwise indicated. Do not continue 44 reinforcement through sides of strip placements of floors and slabs. 45 b. Form keyed joints as indicated. Embed keys at least I-I/2 inches into concrete. crrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 03 30 00 - 17 CAST -IN -PLACE CONCRETE Page 17 of 25 1 c. Locate joints for beams, slabs, joists, and girders in the middle third of spans. 2 Offset joints in girders a minimum distance of twice the beam width from a 3 beam -girder intersection. 4 d. Locate horizontal joints in walls and columns at underside of floors, slabs, 5 beams, and girders and at the top of footings or floor slabs. 6 e. Space vertical joints in walls as indicated. Locate joints beside piers integral 7 with walls, near corners, and in concealed locations where possible. 8 f. Use a bonding agent at locations where fresh concrete is placed against 9 hardened or partially hardened concrete surfaces. 10 3. Doweled Joints: Install dowel bars and support assemblies at joints where I I indicated. Lubricate or asphalt coat I-1/2 of dowel length to prevent concrete 12 bonding to 1 side ofjoint. 13 G. Waterstops 14 1. Flexible Waterstops: Install in construction joints and at other joints indicated to 15 form a continuous diaphragm. Install in longest lengths practicable. Support and 16 protect exposed waterstops during progress of the Work. Field fabricate joints in 17 waterstops according to manufacturer's written instructions. 18 2. Self -Expanding Strip Waterstops: Install in construction joints and at other 19 locations indicated, according to manufacturer's written instructions, adhesive 20 bonding, mechanically fastening, and firmly pressing into place. Install in longest 21 lengths practicable. 22 H. Adhesive Anchors 23 1. Comply with the manufacturer's installation instructions on the hole diameter and 24 depth required to fully develop the tensile strength of the adhesive anchor or 25 reinforcing bar. 26 2. Properly clean out the hole utilizing a wire brush and compressed air to remove all 27 loose material from the hole, prior to installing adhesive material. 28 I. Concrete Placement 29 1. Before placing concrete, verify that installation of formwork, reinforcement, and 30 embedded items is complete and that required inspections have been performed. 31 2. Do not add water to concrete during delivery, at Project site, or during placement 32 unless approved by Engineer. 33 3. Before test sampling and placing concrete, water may be added at Project site, 34 subject to limitations of ACI 301. 35 a. Do not add water to concrete after adding high -range water -reducing 36 admixtures to mixture. 37 b. Do not exceed the maximum specified water/cement ratio for the mix. 38 4. Deposit concrete continuously in I layer or in horizontal layers of such thickness 39 that no new concrete will be placed on concrete that has hardened enough to cause 40 seams or planes of weakness. If a section cannot be placed continuously, provide 41 construction joints as indicated. Deposit concrete to avoid segregation. 42 a. Deposit concrete in horizontal layers of depth to not exceed formwork design 43 pressures, 15 feet maximum and in a manner to avoid inclined construction 44 joints. cm( of FORT woRTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 03 30 00 - 18 CAST -IN -PLACE CONCRETE Page 18 of 25 28 6. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect 29 concrete work from physical damage or reduced strength that could be caused by 30 frost, freezing actions, or low temperatures. 31 a. When average high and low temperature is expected to fall below 40 32 degrees Fahrenheit for 3 successive clays, maintain delivered concrete mixture 33 temperature within the temperature range required by ACI 301. 34 b. Do not use frozen materials or materials containing ice or snow. Do not place 35 concrete on frozen subgrade or on subgrade containing frozen materials. 36 c. Do not use calcium chloride, salt, or other materials containing antifreeze 37 agents or chemical accelerators unless otherwise specified and approved in 38 mixture designs. 39 7. Hot -Weather Placement: Comply with ACI 305.1 and as follows: 40 a. Maintain concrete temperature below 95 degrees Fahrenheit at time of 41 placement. Chilled mixing water or chopped ice may be used to control 42 temperature, provided water equivalent of ice is calculated to total amount of 43 mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 44 b. Fog -spray forms, steel reinforcement, and subgrade just before placing 45 concrete. Keep subgrade uniformly moist without standing water, soft spots, or 46 dry areas. 47 J. Finishing Formed Surfaces b. Consolidate placed concrete with mechanical vibrating equipment according to 2 ACI 301. 3 c. Do not use vibrators to transport concrete inside forms. Insert and withdraw 4 vibrators vertically at uniformly spaced locations to rapidly penetrate placed 5 layer and at least 6 inches into preceding layer. Do not insert vibrators into 6 lower layers of concrete that have begun to lose plasticity. At each insertion, 7 limit duration of vibration to time necessary to consolidate concrete and 8 complete embedment of reinforcement and other embedded items without 9 causing mixture constituents to segregate. 10 d. Do not permit concrete to drop freely any distance greater than 10 feet for I I concrete containing a high range water reducing admixture (superplaslicizer) or 12 5 feet for other concrete. Provide chute or tremie to place concrete where longer 13 drops are necessary. Do not place concrete into excavations with standing 14 water. If place of deposit cannot be pumped dry, pour concrete through a (retitle 15 with its outlet near the bottom of the place of deposit. 16 e. Discard pump priming grout and do not use in the structure. 17 5. Deposit and consolidate concrete for floors and slabs in a continuous operation, 18 within limits of construction joints, until placement of a panel or section is 19 complete. 20 a. Consolidate concrete during placement operations so concrete is thoroughly 21 worked around reinforcement and other embedded items and into corners. 22 b. Maintain reinforcement in position on chairs during concrete placement. 23 c. Screed slab surfaces with a straightedge and strike off to correct elevations. 24 d. Slope surfaces uniformly to drains where required. 25 e. Begin initial floating using bull floats or darbies to form a uniform and open- 26 textured surface plane, before excess bleedwater appears on the surface. Do not 27 further disturb slab surfaces before starting finishing operations. CfrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNIENf5 Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 033000-19 CAST -IN -PLACE CONCRETE Page 19 of 25 1 I. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material 2 with tie holes and defects repaired and patched. Remove fins and other projections 3 that exceed specified limits on formed -surface irregularities. 4 a. Apply to concrete surfaces not exposed to public view. 5 2. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar 6 unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a 7 texture matching adjacent formed surfaces. Continue final surface treatment of 8 formed surfaces uniformly across adjacent unformed surfaces, unless otherwise 9 indicated. 10 K. Miscellaneous Concrete Items 11 1. Filling In: Fill in holes and openings left in concrete structures, unless otherwise 12 indicated, after work of other trades is in place. Mix, place, and cure concrete, as 13 specified, to blend with in -place construction. Provide other miscellaneous 14 concrete filling indicated or required to complete the Work. 15 2. Curbs: Provide monolithic finish to interior curbs by stripping forms while 16 concrete is still green and by steel -troweling surfaces to a hard, dense finish with 17 corners, intersections, and terminations slightly rounded. 18 3. Equipment Bases and Foundations: Provide machine and equipment bases and 19 foundations as shown on Drawings. Set anchor bolts for machines and equipment 20 at correct elevations, complying with diagrams or templates from manufacturer 21 furnishing machines and equipment. 22 a. Housekeeping pads: Normal weight concrete (3000 psi), reinforced with 23 #3 n 16 inches on center set at middepth of pad. Trowel concrete to a dense, 24 smooth finish. Set anchor bolts for securing mechanical or electrical equipment 25 during pouring of concrete fill. 26 4. Protective slabs ("Mud slabs"): Normal weight concrete (2500 psi minimum) with a 27 minimum thickness of 3-1/2 inches. Finish slab to a wood float finish. 28 L. Concrete Protecting and Curing 29 1. General: Protect freshly placed concrete from premature drying and excessive cold 30 or hot temperatures. Comply with ACI 306.1 for cold -weather protection and 31 ACI 305.1 for hot -weather protection during curing. 32 2. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, 33 supported slabs, and other similar surfaces. If forms remain during curing period, 34 moist cure after loosening forms. If removing forms before end of curing period, 35 continue curing for the remainder of the curing period. 36 3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure 37 unformed surfaces, including floors and slabs, concrete floor toppings, and other 38 surfaces. 39 4. Cure concrete according to ACI 308.1, by I or a combination of the following 40 methods: 41 a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days 42 with the following materials: 43 1) Water 44 2) Continuous water -fog spray CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street s Richardson Street City Project No. 01233 03 30 00 - 20 CAST -IN -PLACE CONCRETE Page 20 of 25 3) Absorptive cover, water saturated, and kept continuously wet. Cover 2 concrete surfaces and edges with 12-inch lap over adjacent absorptive 3 covers 4 b. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture- 5 retaining cover for curing concrete, placed in widest practicable width, with 6 sides and ends lapped at least 12 inches, and sealed by waterproof tape or 7 adhesive. Cure for not less than 7 clays. Immediately repair any holes or tears 8 during curing period using cover material and waterproof tape. 9 1) Moisture cure or use moisture -retaining covers to cure concrete surfaces to 10 receive floor coverings. I I 2) Moisture cure or use moisture -retaining covers to cure concrete surfaces to 12 receive penetrating liquid floor treatments. 13 3) Cure concrete surfaces to receive floor coverings with either a moisture- 14 retaining cover or a curing compound that the manufacturer certifies will 15 not interfere with bonding of floor covering used on Project. 16 c. Curing Compound: Apply uniformly in continuous operation by power spray 17 or roller according to manufacturer's written instructions. Recoat areas 18 subjected to heavy rainfall within 3 hours after initial application. Maintain 19 continuity of coating and repair damage during curing period. 20 3.5 REPAIR 21 A. Concrete Surface Repairs 22 1. Defective Concrete: Repair and patch defective areas when approved by Engineer. 23 Remove and replace concrete that cannot be repaired and patched to Engineer's 24 approval. 25 2. Patching Mortar: Mix dry -pack patching mortar, consisting of I part portland 26 cement to 2-1/2 parts fine aggregate passing a No. 16 sieve, using only enough 27 water for handling and placing. 28 3. Repairing Formed Surfaces: Surface defects include color and texture 29 irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other 30 projections on the surface, and stains and other discolorations that cannot be 31 removed by cleaning. 32 a. Immediately after form removal, cut-out honeycombs, rock pockets, and voids 33 more than 1/2 inch in any dimension in solid concrete, but not less than 1 inch 34 in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen 35 with water, and brush -coat holes and voids with bonding agent. Fill and 36 compact with patching mortar before bonding agent has dried. Fill form -tie 37 voids with patching mortar or cone plugs secured in place with bonding agent. 38 b. Repair defects on surfaces exposed to view by blending white portland cement 39 and standard portland cement so that, when dry, patching mortar will match 40 surrounding color. Patch a test area at inconspicuous locations to verify 41 mixture and color match before proceeding with patching. Compact mortar in 42 place and strike off slightly higher than surrounding surface. 43 c. Repair defects on concealed formed surfaces that affect concrete's durability 44 and structural performance as determined by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CII' Contract 5C Ilatcher Street & Richardson Street City Project No. 01233 033000-21 CAST -IN -PLACE CONCRETE Page 21 of 25 1 4. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, 2 for finish and verify surface tolerances specified for each surface. Correct low and 3 high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use 4 a sloped template. 5 a. Repair finished surfaces containing defects. Surface defects include spalls, pop 6 outs, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide 7 or that penetrate to reinforcement or completely through unreinforced sections 8 regardless of width, and other objectionable conditions. 9 b. After concrete has cured at least 14 days, correct high areas by grinding. 10 c. Correct localized low areas during or immediately after completing surface 11 finishing operations by cutting out low areas and replacing with patching 12 mortar. Finish repaired areas to blend into adjacent concrete. 13 d. Repair defective areas, except random cracks and single holes 1 inch or Tess in 14 diameter, by cutting out and replacing with fresh concrete. Remove defective 15 areas with clean, square cuts and expose steel reinforcement with at least a 3/4- 16 inch clearance all around. Dampen concrete surfaces in contact with patching 17 concrete and apply bonding agent. Mix patching concrete of same materials 18 and mixture as original concrete except without coarse aggregate. Place, 19 compact, and finish to blend with adjacent finished concrete. Cure in same 20 manner as adjacent concrete. 21 e. Repair random cracks and single holes 1 inch or less in diameter with patching 22 mortar. Groove top of cracks and curt out holes to sound concrete and clean off 23 dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply 24 bonding agent. Place patching mortar before bonding agent has dried. 25 Compact patching mortar and finish to match adjacent concrete. Keep patched 26 area continuously moist for at least 72 hours. 27 5. Perform structural repairs of concrete, subject to Engineer's approval, using epoxy 28 adhesive and patching mortar. 29 6. Repair materials and installation not specified above may be used, subject to 30 Engineer's approval. 31 3.6 RE -INSTALLATION [NOT USED] 32 3.7 FIELD QUALITY CONTROL 33 A. Testing and Inspecting: City will engage a special inspector and qualified testing and 34 inspecting agency to perform field tests and inspections and prepare test reports. 35 B. Inspections 36 I. Steel reinforcement placement 37 2. Headed bolts and studs 38 3. Verification of use of required design mixture 39 4. Concrete placement, including conveying and depositing 40 5. Curing procedures and maintenance of curing temperature 41 6. Verification of concrete strength before removal of shores and forms from beams 42 and slabs an' OE PORT WORTH STANDARD CONSTRUCTION SPECIPICKI'ION DOCUMENTS Revised July 1,2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 03 30 00 - 22 CAST -IN -PLACE CONCRETE Page 22 of 25 C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained 2 according to ASTM C172 according to the following requirements: 3 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each 4 concrete mixture exceeding 5 cubic yard, but less than 25 cubic yard, plus I set for 5 each additional 50 cubic yard or fraction thereof. 6 2. Slump: ASTM C 143; I test at point of placement for each composite sample, but 7 not less than I test for each day's pour of each concrete mixture. Perform additional 9 3. Air Content: ASTM C231, pressure method, for normal -weight concrete; I test for 10 each composite sample, but not less than I test for each days pour of each concrete 11 mixture. 12 4. Concrete Temperature: ASTM C 1064; 1 test hourly when air temperature is 40 13 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 14 test for each composite sample. 15 5. Compression Test Specimens: ASTM C31. 16 a. Cast and laboratory cure 4 cylinders for each composite sample. 17 I) Do not transport field cast cylinders until they have cured for a 18 minimum of 24 hours. 19 6. Compressive -Strength Tests: ASTM C39; 20 a. Test I cylinder at 7 days. 21 b. Test 2 cylinders at 28 days. 22 c. Flold 1 cylinder for testing at 56 clays as needed. 8 tests when concrete consistency appears to change. 23 7. When strength of field -cured cylinders is less than 85 percent of companion 24 laboratory -cured cylinders, evaluate operations and provide corrective procedures 25 for protecting and curing in -place concrete. 26 8. Strength of each concrete mixture will be satisfactory if every average of any 3 27 consecutive compressive -strength tests equals or exceeds specified compressive 28 strength and no compressive -strength test value falls below specified compressive 29 strength by more than 500 psi. 30 9. Report test results in writing to Engineer, concrete manufacturer, and Contractor 31 within 48 hours of testing. Reports of compressive -strength tests shall contain 32 Project identification name and number, date of concrete placement, name of 33 concrete testing and inspecting agency, location of concrete batch in Work, design 34 compressive strength at 28 days, concrete mixture proportions and materials, 35 compressive breaking strength, and type of break for both 7- and 28-day tests. 36 10. Additional Tests: Testing and inspecting agency shall make additional tests of 37 concrete when test results indicate that slump, p, air entrainment, compressive strengths, or other requirements have not been met, as directed) by Engineer. 39 Testing and inspecting agency may conduct tests to determine adequacy of concrete 40 by cored cylinders complying with ASTM C42 or by other methods as directed by 41 Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC hatcher Street 8 Richardson Street City Project No. 01233 033000-23 CAST -IN -PLACE CONCRETE Page 23 of 25 I a. When the strength level of the concrete for any portion of the structure, as 2 indicated by cylinder tests, falls below the specified requirements, provide 3 improved curing conditions and/or adjustments to the mix design as required to 4 obtain the required strength. If the average strength of the laboratory control 5 cylinders falls so low as to be deemed unacceptable, follow the core test 6 procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be 7 approved by the Engineer. Core sampling and testing shall be at Contractors 8 expense. 9 b. If the results of the core tests indicate that the strength of the structure is 10 inadequate, any replacement, load testing, or strengthening as may be ordered I I by the Engineer shall be provided by the Contractor without cost to the City. 12 11. Additional testing and inspecting, at Contractor's expense, will be performed to t3 determine compliance of replaced or additional work with specified requirements. 14 12. Correct deficiencies in the Work that test reports and inspections indicate does not 15 comply with the Contract Documents. 16 D. Measure floor and slab flatness and levelness according to ASTM El 155 within 48 17 hours of finishing. 18 E. Concrete Finish Measurement and Tolerances 19 1. All floors are subject to measurement for flatness and levelness and comply with 20 the following: 21 a. Slabs shall be flat within a tolerance of 5/16 inches in 10 feet when tested with 22 a 10 foot long straightedge. Apply straightedge to the slab at 3 foot intervals in 23 both directions, lapping straightedge 3 feet on areas previously checked. Low 24 spots shall not exceed the above dimension anywhere along the straightedge. 25 Flatness shall be checked the next work clay after finishing. 26 b. Slabs shall be level within a tolerance oft 1/4 inch in 10 feet, not to exceed 3/4 27 inches total variation, anywhere on the floor, from elevations indicated on the 28 Drawings. Levelness shall be checked on a 10 foot grid using a level after 29 removal of forms. 30 c. Measurement Standard: All floors are subject to measurement for flatness and 31 levelness, according to ASTM El 155. 32 2. 2 Tiered Measurement Standard 33 a. Each floor test section and the overall floor area shall conform to the 2-tiered 34 measurement standard as specified herein. 35 1) Minimum Local Value: The minimum local FF/FL values represent the ab- 36 solute minimum surface profile that will be acceptable for any I test sample 37 (line of measurements) anywhere within the test area. 38 2) Specified Overall Value: The specified overall FF/FL values represent the 39 minimum values acceptable for individual floor sections as well as the floor 40 as a whole. 41 3. Floor Test Sections 42 a. A floor test section is defined as the smaller of the following areas: 43 I) The area bounded by column and/or wall lines 44 2) The area bounded by construction and/or control joint lines 45 3) Any combination of column lines and/or control joint lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract 5C I hitcher Street & Richardson Street City Project No. 01233 033000-24 CAST -IN -PLACE CONCRETE Page 24 or 25 1 b. Test sample measurement lines within each test section shall be 2 multidirectional along 2 orthogonal lines, as defined by ASTM El 155, at a 3 spacing to be determined by the City's testing agency. 4 c. 5 The precise layout of each test section shall be determined by the City's testing agency. 6 4. Concrete Floor Finish Tolerance 7 a. 8 The following values apply before removal of shores. Levelness values (FL) do not apply to intentionally sloped or cambered areas, nor to slabs poured on 9 metal deck or precast concrete. 10 I) Slabs I I Overall Value FF45/FL30 12 Minimum Local Value FF30/FL20 13 5. Floor Elevation Tolerance Envelope 14 a. The acceptable tolerance envelope for absolute elevation of any point on the 15 slab surface, with respect to the elevation shown on the Drawings, is as follows: 16 l) Slab -on -Grade Construction: ± 3/4 inch 17 2) Top surfaces of formed slabs measured prior to removal of supporting 18 shores: I / inch 19 3) Top surfaces of all other slabs: ± 3/ inch 20 21 4) Slabs specified to slope shall have a tolerance from the specified slope of 3/8 inch in 10 feet at any point, up to 3/ inch from theoretical elevation at 22 any point. 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING 26 A. Defective Work 27 1. Imperfect or damaged work or any material damaged or determined to be defective 28 before final completion and acceptance of the entire job shall be satisfactorily re- 29 placed at the Contractor's expense, and in conformity with all of the requirements of 30 the Drawings and Specifications. 31 32 2. Perform removal and replacement of concrete work in such manner as not to impair the appearance or strength of the structure in any way. 33 B. Cleaning 34 1. Upon completion of the work remove fi'om the site all forms, equipment, protective 35 coverings and any rubbish resulting therefrom. 36 2. After sweeping floors, wash floors with clean water. 37 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 033000-25 CAST -IN -PLACE CONCRETE Page 25 of 25 I 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 6 7 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CPIY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviser) July 1, 2011 2008 CIP Contract 5C Hatcher Street de Richardson Street City Project Na 01233 CONTROLLED LO SECTION 03 34 13 033413-1 S9RENG II MATERIAL (CLSM) Page 1 or7 2 CONTROLLED LOW STRENGTH MATERIAL (CLSM) 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 I. Controlled low strength material (CLSM) for use in the following: 7 a. Plowable backfill 8 B. Deviations from this City of Fort Worth Standard Specification 9 I. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 3 3. Section 03 30 00 - Cast -in -Place Concrete 14 1.2 PRICE AND PAYMENT PROCEDURES IS A. Measurement and Payment 16 I. Measurement 17 a. This Item is considered subsidiary to the structure or Items being placed. 18 2. Payment 19 a. The work performed and the materials furnished in accordance with this Item 20 are subsidiary to the structure or Items being placed and no other compensation 2I will be allowed. 22 1.3 REFERENCES 23 A. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of this 26 Specification, unless a date is specifically cited. 27 B. ASTM International (ASTM): 28 I. C31 - Standard Practice for Making and Curing Concrete Test Specimens in the 29 Field. 30 2. C33 - Standard Specification for Concrete Aggregates. 34 35 5. C231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. 31 3. C39 - Standard Test Method for Compressive Strength of Cylindrical Concrete 32 Specimens. 33 4. C143 - Standard Test Method for Slump of Hydraulic Cement Concrete. 36 6. C260 - Standard Specification for Air -Entraining Admixtures for Concrete. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 033413-2 CONTROLLED LOW STRENGTH MATERIAL. (CLSM) Page 2 of 7 1 7. C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural 2 Pozzolan for Use in Concrete. 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS 5 A. Provide submittals in accordance with Section 01 33 00. 6 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 7 fabrication for specials. 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 9 A. Product data 10 B. Sieve analysis I I 1. Submit sieve analyses of fine and coarse aggregates being used. 12 a. Resubmit at any time there is a significant change in grading of materials. 13 2. Mix 14 a. Submit full details, including mix design calculations for mix proposed for use. 15 C. Trial batch test data 16 1. Submit data for each test cylinder. 17 2. Submit data that identifies mix and slump for each test cylinder. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 22 1.11 FIELD CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART2- PRODUCTS 25 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS INOT USED] 26 2.2 PRODUCT TYPES AND MATERIALS 27 A. Materials 28 1. Portland cement: Type I1 low alkali portland cement as specified in Section 03 30 29 00. 30 2. Fly ash: Class F fly ash in accordance with ASTM C618. 31 3. Water: As specified in Section 03 30 00. 32 4. Admixture: Air entraining admixture in accordance with ASTM C260. CITY OF 1,012T Wot2'PFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2003 CIP Contract SC {fetcher Street & Richardson Street City Project No. 01233 033413-3 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 3 of 7 5. Fine aggregate: Concrete sand (does not need to be in accordance with 2 ASTM C33). No more than 12 percent of fine aggregate shall pass a No. 200 sieve, 3 and no plastic fines shall be present. 4 6. Coarse aggregate: Pea gravel no larger than 3/8 inch. 5 B. Mixes 6 1. Performance requirements 7 a. Total calculated air content 8 1) Not less than 8.0 percent or greater than 12.0 percent. 9 b. Minimum unconfined compressive strength 10 1) Not less than 50 psi measured at 28 clays. 11 c. Maximum unconfined compressive strength 12 1) Not greater than 150 psi measured at 28 days. 13 2) Limit the long-term strength (90 clays) to 200 psi such that material could 14 be re -excavated with conventional excavation equipment in the future if 15 necessary. 16 d. Wet density 17 I) No greater than 132 pounds per cubic foot. 18 e. Color 19 1) No coloration required unless noted. 20 2) Submit dye or other coloration means for approval. 21 2. Suggested design mix 22 28 2. Prepare trial batches using specified cementitious materials and aggregates 29 proposed to be used for the Work. 30 3. Prepare trial batch with sufficient quantity to determine slump, workability, 31 consistency, and to provide sufficient test cylinders. Material Weight Specific Gravity Absolute Volume Cubic Foot Cement 30 pounds 3.15 0.15 Fly Ash 300 pounds 2.30 2.09 Water 283 pounds 1.00 4.54 Coarse Aggregate 1,465 pounds 2.68 8.76 Fine Aggregate 1,465 pounds 2.68 8.76 Admixture 4-6 ounces - 2.70 TOTAL 3,543 pounds - 27.00 23 2.3 ACCESSORIES ]NOT USED] 24 2.4 SOURCE QUALITY CONTROL 25 A. Trial batch 26 1. After mix design has been accepted by Engineer, have trial batch of the accepted 27 mix design prepared by testing laboratory acceptable to Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIF Contract SC Hatcher Street & Richardson Street City Project No. 01233 0334 13 - 4 CONTROLLED LOW STRENGTII MATERIAL (CLSM) Page 4 of 7 1 B. Test cylinders: 2 1. Prepare test cylinders in accordance with ASTM C31 with the following 3 exceptions: 4 a. Fill the concrete test cylinders to overflowing and tap sides lightly to settle the 5 mix. 6 b. Do not rod the concrete mix. 7 c. Strike off the excess material. 8 2. Place test cylinders in a moist curing room. Exercise caution in moving and 9 transporting the cylinders since they are fragile and will withstand only minimal 10 bumping, banging, or jolting without damage. 11 3. Do not remove the test cylinder from mold until the cylinder is to be capped and 12 tested. 13 4. The test cylinders may be capped with standard sulfur compound or neoprene pads: t4 a. Perform the capping carefully to prevent premature fractures. 15 b. Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in diameter 16 than the test cylinders. 17 c. Do not perform initial compression test until the cylinders reach a minimum 18 age of 3 days. 19 C. Compression test 8 test cylinders: Test 4 test cylinders at 3 days and 4 at 28 days in 20 accordance with ASTM C39 except as modified herein: 21 1. The compression strength of the 4 test cylinders tested at 28 days shall be equal to 22 or greater than the minimum required compression strength, but not exceed 23 maximum compression strength. 24 D. If the trial batch tests do not meet the Specifications for strength or density, revise and 25 resubmit the mix design, and prepare additional trial batch and tests. Repeat until an 26 acceptable trial batch is produced that meets the Specifications. 27 1. All the trial batches and acceptability of materials shall be paid by the 28 CONTRACTOR. 29 2. After acceptance, do not change the mix design without submitting a new mix 30 design, trial batches, and test information. 31 E. Determine slump in accordance with ASTM C143 with the following exceptions: 32 1. Do not rod the concrete material. 33 2. Place material in slump cone in 1 semi -continuous filling operation, slightly 34 overfill, tap lightly, strike off, and then measure and record slump. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 CONTROLLED LOW STRENGTH 033413-5 ATERIAL (CLSM) Page 5 or7 1 PART3- EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 INSTALLATION 6 A. Place CLSM by any method which preserves the quality of the material in terms of 7 compressive strength and density: 8 1. Limit lift heights of CLSM placed against structures and other facilities that could 9 be damaged due to the pressure from the CLSM, to the lesser of 4 feet or the lift 10 height indicated on the Drawings. Do not place another lift of CLSM until the last 11 lift of CLSM has set and gained sufficient strength to prevent lateral load due to the 12 weight of the next lift of CLSM. 13 2. The basic requirement for placement equipment and placement methods is the 14 maintenance of its fluid properties. 15 3. Transport and place material so that it flows easily around, beneath, or through 16 walls, pipes, conduits, or other structures. 17 4. Use a slump of the placed material greater than 9 inches, and sufficient to allow the 18 material to flow freely during placement: 19 a. After trial batch testing and acceptance, maintain slump developed during 20 testing during construction at all times within ± 1 inch. 21 5. Use a slump, consistency, workability, flow characteristics, and pumpability (where 22 required) such that when placed, the material is self -compacting, self-densifying, 23 and has sufficient plasticity that compaction or mechanical vibration is not required. 32 2. Be responsible for the care of and providing curing condition for the test specimens. 33 B. Tests by the City 34 1. During the progress of construction, the City will have tests made to determine 35 whether the CLSM, as being produced, complies with the requirements specified 36 hereinbefore. Test cylinders will be made and delivered to the laboratory by the 37 Engineer and the testing expense will be borne by the City. 38 2. Test cylinders 39 a. Prepare test cylinders in accordance with ASTM C3 1 with the following 40 exceptions: 24 6. When using as embedment for pipe take appropriate measures to ensure line and 25 grade of pipe. 26 3.5 REPAIR [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD QUALITY CONTROL 29 A. General 30 I. Make provisions for and furnish all material for the test specimens, and provide 31 manual assistance to assist the Engineer in preparing said specimens. Guy OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Fletcher Street & Richardson Street City Project No. 01233 033413-6 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 6 of 7 1 1) Pill the concrete test cylinders to overflowing and tap sides lightly to settle 2 the mix. 3 2) Do not rod the concrete mix. 4 3) Strike off the excess material. 5 b. Place the cylinders in a safe location away from the construction activities. 6 Keep the cylinders moist by covering with wet burlap, or equivalent. Do not 7 sprinkle water directly on the cylinders. 8 c. After 2 days, place the cylinders in a protective container for transport to the 9 laboratory for testing. The concrete test cylinders are fragile and shall be 10 handled carefully. The container may be a box with a Styrofoam or similar 11 lining that will limit the jarring and bumping of the cylinders. 12 d. Place test cylinders in a moist curing room. Exercise caution in moving and 13 transporting the cylinders since they are fragile and will withstand only 14 minimal bumping, banging, or jolting without datnage. 15 e. Do not remove the test cylinder from mold until the cylinder is to be capped 16 and tested. 17 f. The test cylinders may be capped with standard sulfur compound or neoprene 18 pads: 19 I) Perform the capping carefully to prevent premature fractures. 20 2) Use neoprene pads a mininnun of 1/2 inch thick, and 1/2 inch larger in 21 diameter than the test cylinders. 22 3) Do not perform initial compression test until the cylinders reach a 23 minimum age of 3 days. 24 3. The number of cylinder specimens taken each day shall be determined by the 25 Inspector. 26 a. Test 1 cylinder at 3 days and 2 at 28 days in accordance with ASTM C39 27 except as modified herein. 28 b. The compression strength of the cylinders tested at 28 days shall be equal to or 29 greater than the minimum required compression strength, but not exceed 30 maximum compression strength. 31 4. The City will test the air content of the CLSM. Test will be made immediately after 32 discharge from the mixer in accordance with ASTM C231. 33 5. Test the slump of CLSM using a slump cone in accordance with ASTM C143 with 34 the following exceptions: 35 a. Do not rod the concrete material. 36 b. Place material in slump cone in 1 semi -continuous filling operation, slightly 37 overfill, tap lightly, strike off, and then measure and record slump. 38 6. If compressive strength of test cylinders does not meet requirements, make 39 corrections to the mix design to meet the requirements of this specification. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 033413-7 CONTROLLED LOW STRENGII1 MATERIAL (CLSM) Page 7 of 7 I 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 311 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CTFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I 2011 200E CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 2 0334 I6-I CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page I of4 SECTION 03 34 16 CONCRETE BASE MATERIAL FOR TRENCH REPAIR 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Concrete base material for trench repair 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract I I 2. Division 1 — General Requirements 12 3. Section 03 30 00 — Cast -in -Place Concrete 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Measurement 16 a. This Item is considered subsidiary to the structure or Items being placed. 17 2. Payment 18 a. The work performed and the materials furnished in accordance with this Item 19 are subsidiary to the structure or Items being placed and no other compensation 20 will be allowed. 2I 1.3 REFERENCES 22 A. Reference Standards 23 1. Reference standards cited in this Specification refer to the current reference 24 standard published at the time of the latest revision date logged at the end of this 25 Specification, unless a date is specifically cited. 26 B. ASTM International (ASTM): 27 1. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 28 Field. 29 2. C33, Standard Specification for Concrete Aggregates. 30 3. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 31 Specimens. 32 4. C 143, Standard Test Method for Slump of Hydraulic -Cement Concrete. 33 5. CI72, Standard Practice for Sampling Freshly Mixed Concrete. 34 6. C23I, Standard Test Method for Air Content of Freshly Mixed Concrete by the 35 Pressure Method. 36 7. C260, Standard Specification for Air -Entraining Admixtures for Concrete. 37 8. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 38 Pozzolan for Use in Concrete. 39 9. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 40 Cement Concrete. cm' OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Judy I, 2011 2008 CIP Contract SC Hatcher Street Bs Richardson Street City Project No. 01233 033416-2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 2 of 4 I 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Provide submittals in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 5 fabrication for specials. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Submit proposed mix design for Engineer's review a minimum of 2 weeks prior to start 8 of low density concrete backfill work. 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] I 1 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2- PRODUCTS 16 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 17 2.2 PRODUCT TYPES AND MATERIALS 18 A. Mix Design 19 1. Performance requirements 20 a. Concrete Base Material for Trench Repair 21 1) 28-day compressive strength of not less than 750 psi and not more than 22 1,200 psi. 23 B. Materials 24 I. Portland cement 25 a. Type 11 low alkali portland cement as specified in Section 03 30 00. 26 2. Fly ash 27 a. Class F fly ash in accordance with ASTM C618. 28 3. Water 29 a. As specified in Section 03 30 00. 30 4. Admixture 31 a. Air entraining admixture in accordance with ASTM C260. 32 5. Fine aggregate 33 a. Concrete sand (does not need to be in accordance with ASTM C33). 34 b. No more than 12 percent of fine aggregate shall pass a No. 200 sieve, and no 35 plastic fines shall be present. 36 6. Coarse aggregate 37 a. Pea gravel no larger than 3/8 inch. CITY OF Fr WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 C IP Contract 5C hatcher Street Pe Richardson Street City Project No. 01233 033416-3 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 3 of 4 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED) 3 PART 3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Place concrete base material by any method which preserves the quality of the material 9 in terms of compressive strength and density. 10 1. The basic requirement for placement equipment and placement methods is the 11 maintenance of its fluid properties. 12 2. Transport and place material so that it flows easily around, beneath, or through 13 walls, pipes, conduits, or other structures. 14 3. Use a slump, consistency, workability, flow characteristics, and pumpability (where 15 required) such that when placed, the material is self -compacting, self-densifying, 16 and has sufficient plasticity that compaction or mechanical vibration is not required. 17 3.5 REPAIR [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD QUALITY CONTROL 20 A. General 21 1. Make provisions for and furnish all material for the test specimens, and provide 22 manual assistance to assist the Engineer in preparing said specimens. 23 2. Be responsible for the care of and providing curing condition for the test specimens. 24 B. Concrete Tests: Perform testing of composite samples of fresh concrete obtained 25 according to ASTM C 172 according to the following requirements: 26 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each 27 concrete mixture up to 25 cubic yards, plus 1 set for each additional 50 cubic yards 28 or fraction thereof. 29 2. Slump: ASTM C143; 1 test at point of placement for each composite sample, but 30 not less than I test for each day's pour of each concrete mixture. Perform additional 31 tests when concrete consistency appears to change. 32 3. Air Content: ASTM C23I, pressure method, for normal -weight concrete; 1 test for 33 each composite sample, but not less than I test for each day's pour of each concrete 34 mixture. 35 4. Concrete Temperature: ASTM C 1064; I test hourly when air temperature is 40 36 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and I 37 test for each composite sample. 38 5. Compression Test Specimens: ASTM C3 I. 39 a. Cast and laboratory cure 4 cylinders for each composite sample. 40 1) Do not transport field cast cylinders until they have cured for a minimum of 41 24 hours. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 033416-4 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 4 of 4 6. Compressive -Strength Tests: ASTM C39 2 a. Test 1 cylinder at 7 days. 3 3.8 SYSTEM STARTUP [NOT USED[ 4 3.9 ADJUSTING [NOT USED] 5 3.10 CLEANING [NOT USED] 6 3.11 CLOSEOUT ACTIVITIES INOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED) 9 3.14 ATTACHMENTS [NOT USED] 10 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CEP Contract 5C Hatcher Street & Richardson Street City Project No, 01233 2 038000-1 MODIFICATIONS TO EXISTING CONCRETE Page 1 of7 SECTION 03 80 00 MODIFICATIONS TO EXISTING CONCRETE STRUCTURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Modifications to existing concrete structures, including: 7 a. Manholes 8 b. Junction boxes 9 c. Vaults 10 d. Retaining walls 11 e. Wing and head walls 12 f. Culverts 13 2. This section does not include modifications to Reinforced Concrete Pipe. 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: I7 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. This Item is considered subsidiary to the structure or Items being placed. 23 2. Payment 24 a. The work performed and the materials furnished in accordance with this Item 25 are subsidiary to the structure or Items being placed and no other compensation 26 will be allowed. 27 1.3 REFERENCES 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 3I Specification, unless a date is specifically cited. 2. ASTM International (ASTM): a. A615, Deformed and Plain Billet -Steel Bars for Concrete Reinforcement. b. C88I, Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete 32 33 34 35 36 37 38 39 c. d. e. C882, Standard Test Method with Concrete by Slant Sheer D570, Standard Test Method D638, Standard Test Method for Bond Strength of Epoxy -Resin Systems Used for Water Absorption of Plastics. for Tensile Properties of Plastics. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC IIateher Street 8: Richardson Street City Project No. 01233 038000-2 MODIFICATIONS TO EXISTING CONCRETE Page2 of 7 f. D695, Standard Test Method for Compressive Properties of Rigid Plastics. 2 g. D732, Standard Test Method for Shear Strength of Plastics by Punch Tool. 3 h. D790, Standard Test Methods for Flexural Properties of Unreinforced and 4 Reinforced Plastics and Electrical Insulating Materials. 5 B. Where reference is made to 1 of the above standards, the revision in effect at the time of 6 bid opening applies. 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 8 1.5 SUBMITTALS 9 A. Provide submittals in accordance with Section 01 33 00. 10 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 11 fabrication for specials. 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 13 A. Product Data 14 I. Submit manufacturer's Product Data on all product brands proposed for use to the 15 Engineer for review. 16 2. Include the manufacturer's installation and/or application instructions. 17 1.7 CLOSEOUT SUBMITTALS (NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE 20 A. When removing materials or portions of existing structures and when making openings 21 in existing structures, take precautions and all erect all necessary barriers, shoring and 22 bracing, and other protective devices to prevent damage to the structures beyond the 23 limits necessary for the new work, protect personnel, control dust, and to prevent 24 damage to the structures or contents by falling or flying debris. 25 B. Core sanitary sewer manhole penetrations. 26 1.10 DELIVERY, STORAGE, AND HANDLING 27 A. Deliver the specified products in original, unopened containers with the manufacturer's 28 name, labels, product identification, and batch numbers. 29 B. Store and condition the specified product as recommended by the manufacturer. 30 1.11 FIELD CONDITIONS [NOT USED] 31 1.12 WARRANTY !NOT USED] 32 PART2- PRODUCTS 33 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 3, 2.2 PRODUCT TYPES AND MATERIALS 35 A. Manufacturers my OF FORT WORTIi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 038000-3 MODIFICATIONS TO EXISTING CONCRETE Page 3 of 7 1 1. In other Part 2 articles where titles below introduce lists, the following requirements 2 apply to product selection: 3 a. Available Products 4 1) Subject to compliance with requirements, products that may be 5 incorporated into the Work include, but are not limited to, products 6 specified. 7 b. Available Manufacturers 8 1) Subject to compliance with requirements, manufacturers offering products 9 that may be incorporated into the Work include, but are not limited to, 10 manufacturers specified. 11 B. Materials 12 1. General 13 a. Comply with this Section and any state or local regulations. 14 C. Steel Reinforcement 15 1. Reinforcing Bars 16 a. ASTM A615, Grade 60, deformed. 17 D. Epoxy Bonding Agent 18 1. A 2-component, solvent -free, asbestos -free, moisture -insensitive epoxy resin 19 material used to bond plastic concrete to hardened concrete complying with the 20 requirements of ASTM C88I, Type V, and the additional requirements specified 21 herein. 22 2. Properties of the cured material 23 a. Compressive Strength (ASTM D695) 24 1) 8,500 psi minimum at 28 days 25 b. Tensile Strength (ASTM D638) 26 1) 4,000 psi minimum at 14 days 27 c. Flexural Strength (ASTM D790 - Modulus of Rupture) 28 1) 6,300 psi minimum at 14 days 29 d. Shear Strength (ASTM D732) 30 1) 5,000 psi minimum at 14 days 31 e. Water Absorption (ASTM D570 - 2 hour boil) 32 1) 1 percent maximum at 14 days 33 f. Bond Strength (ASTM C882) Hardened to Plastic 34 1) 1,500 psi minimum at 14 days moist cure 35 g. Color 36 1) Gray 37 h. Available Manufacturers: 33 1) Sika Corporation, Lyndhurst, New Jersey - Sikadur 32, Hi -Mod 39 2) BASF, Cleveland, Ohio - Concresive 1438 40 E. Epoxy Paste 41 1. A 2-component, solvent -free, asbestos free, moisture insensitive epoxy resin 42 material used to bond dissimilar materials to concrete such as setting railing posts, 43 dowels, anchor bolts, and all -threads into hardened concrete and complying with 44 the requirements of ASTM C881, Type I, Grade 3, and the additional requirements 45 specified herein. 46 2. Properties of the cured material 47 a. Compressive Properties (ASTM D695): 10,000 psi minimum at 28 days CITY OF FOIYf WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 038000-4 MODIFICATIONS TO EXISTING CONCRETE Page 4 of 7 b. Tensile Strength (ASTM D638): 3,000 psi minimum at 14 clays. Elongation at 2 Break - 0.3 percent minimum 3 c. Flexural Strength (ASTM D790 - Modulus of Rupture): 3,700 psi minimum at 4 14 days 5 d. Shear Strength (ASTM D732): 2,800 psi minimum at 14 days 6 e. Water Absorption (ASTM D570): 1.0 percent maximum at 7 clays 7 f. Bond Strength (ASTM C882): 2,000 psi at 14 days moist cure 8 g. Color: Concrete grey 9 h. Available Manufacturers 10 I) Overhead Applications 1 a) Sika Corporation, Lyndhurst, New Jersey - Sikadur 32, Hi -Mod LV 12 b) BASF - Concresive 1438 13 2) All Other Applications 14 a) Sika Corporation, Lyndhurst, New Jersey - Sikadur Hi -mod LV 31 15 b) BASF - Concresive 1401 16 F. Repair Mortars 17 I. Provide an asbestos free, moisture insensitive, polymer -modified, Portland cement - based cementitious trowel grade mortar for repairs on horizontal or vertical 19 surfaces. 20 a. Available Manufacturers 21 1) Sika Corporation, Lyndhurst New Jersey - SikaTop 122 22 2) BASF — Enlace Nanocrete R3 23 G. Pipe Penetration Sealants 24 I. 1 component polyurethane, extrudable swelling bentonite-free waterstop that is 25 chemically resistant, not soluble in water and capable of withstanding wet/dry 26 cycling. 27 a. Available Manufacturers 28 1) Sika Corporation, Lyndhurst New Jersey —SikaSwellS-2 29 2) Approved equal 30 2.3 ACCESSORIES [NOT USED] 31 2.4 SOURCE QUALITY CONTROL [NOT USED] 32 PART 3 - EXECUTION 33 3.1 INSTALLERS [NOT USEDI 34 3.2 EXAMINATION [NOT USED] 35 3.3 PREPARATION 36 A. General 37 1. Cut, repair, reuse, demolish, excavate or otherwise modify parts of the existing 38 structures or appurtenances, as indicated on the Drawings, specified herein, or 39 necessary to permit completion of the Work. Finishes, joints, reinforcements, 40 sealants, etc., are specified in respective Sections. Comply with other requirements 41 of this of Section and as shown on the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 4 201 I 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 038000-5 MODIFICATIONS TO EXISTING CONCRETE Page 5 of 7 1 2. Store, mix, and apply all commercial products specified in this Section in strict 2 compliance with the manufacturer's recommendations. 3 3. Make repairs in all cases where concrete is repaired in the vicinity of an expansion 4 joint or control joint to preserve the isolation between components on either side of 5 the joint. 6 4. When drilling holes for dowels/bolts at new or existing concrete, stop drilling if 7 rebar is encountered and relocate the hole to avoid rebar as approved by the 8 Engineer. Do not cut rebar without prior approval by the Engineer. 9 B. Concrete Removal 10 1. Remove concrete designated to be removed to specific limits as shown on the 11 Drawings or directed by the Engineer, by chipping, jack -hammering, or saw -cutting 12 as appropriate in areas where concrete is to be taken out. Do not jackhammer 13 sanitary sewer manhole penetrations. Remove concrete in such a manner that 14 surrounding concrete or existing reinforcing to be left in place and existing in place 15 equipment is not damaged. 16 2. Where existing reinforcing is exposed due to saw cutting/core drilling and no new 17 material is to be placed on the sawcut surface, apply a coating or surface treatment 18 of epoxy paste to the entire cut surface to a thickness of 1/4 inch. 19 3. In all cases where the joint between new concrete or grout and existing concrete 20 will be exposed in the finished work, except as otherwise shown or specified, 21 provide a 1-inch deep saw cut on each exposed surface of the existing concrete at 22 the edge of concrete removal. 23 4. Repair concrete specified to be left in place that is damaged using approved means 24 to the satisfaction of the Engineer. 25 5. The Engineer may from time to time direct additional repairs to existing concrete. 26 Make these repairs as specified or by such other methods as may be appropriate. 27 C. Connection Surface Preparation 28 I. Prepare connection surfaces as specified below for concrete areas requiring 29 patching, repairs or modifications as shown on the Drawings, specified herein, or as 30 directed by the Engineer. 31 2. Remove all deteriorated materials, dirt, oil, grease, and all other bond inhibiting 32 materials from the surface by dry mechanical means, i.e., sandblasting, grinding, 33 etc., as approved by the Engineer. Be sure the areas are not less than l/2-inch in 34 depth. Irregular voids or surface stones need not be removed if they are sound, free 35 of Iaitance, and firmly embedded into parent concrete, subject to the Engineer's 36 final inspection. 37 3. If reinforcing steel is exposed, it must be cleaned by wire brush or other similar 38 means to remove all contaminants, rust, etc., as approved by the Engineer. If 1/2 of 39 the diameter of the reinforcing steel is exposed, chip out behind the steel. Chip a 40 minimum of 1 inch behind the steel. Do not Damage reinforcing to be saved during 41 the demolition operation. 42 4. Clean reinforcing from existing demolished concrete that is shown to be 43 incorporated in new concrete by wire brush or other similar means to remove all 44 loose material and products of corrosion before proceeding with the repair. Cut, 45 bend, or lap to new reinforcing as shown on the Drawings and provided with 1-inch 46 minimum cover all around. CITY Of FORT w0Rrll STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 038000-6 MODIFICATIONS'1'0 EXISTING CONCRETE Page 6 of 7 5. The following are specific concrete surface preparation "methods" to be used where 2 called for on the Drawings, specified herein, or as directed by the Engineer. 3 a. Method A 4 I) After the existing concrete surface at connection has been roughened and 5 cleaned, thoroughly moisten the existing surface with water. 6 2) Brush on a 1/16-inch layer of cement and water mixed to the consistency of 7 a heavy paste. 8 3) Immediately after application of cement paste, place new concrete or grout 9 mixture as detailed on the Drawings. 10 b. Method B 11 I) After the existing concrete surface has been roughened and cleaned, apply 12 epoxy bonding agent at connection surface. 13 2) Comply strictly with the manufacturer's recommendations for the field 14 preparation and application of the epoxy bonding agent. 15 3) Place new concrete or grout mixture to limits shown on the Drawings 16 within time constraints recommended by the manufacturer to ensure bond. 17 c. Method C IS I) Drill a hole 1/4 inch larger than the diameter of the dowel. 19 2) Blow the hole clear of loose particles and dust just prior to installing epoxy. 20 First fill the drilled hole with epoxy paste, then butter the dowels/bolts with 21 paste then insert by tapping. 22 3) Unless otherwise shown on the Drawings, drill and set deformed bars to a 23 depth of 10 bar diameters and smooth bars to a depth of 15 bar diameters. 24 4) If not noted on the Drawings, the Engineer will provide details regarding 25 the size and spacing of dowels. 26 d. Method D 27 I) Combination of Method B and C. 28 3.4 INSTALLATION [NOT USED] 29 3.5 REPAIR [NOT USED] 30 3.6 RE -INSTALLATION [NOT USED] 31 3.7 FIELD QUALITY CONTROL [NOT USEDI 32 3.8 SYSTEM STARTUP [NOT USEDI 33 3.9 ADJUSTING [NOT USED] 34 3.10 CLEANING [NOT USED] 35 3.11 CLOSEOUT ACTIVITIES [NOT USED[ 36 3.12 PROTECTION [NOT USED] 37 3.13 MAINTENANCE [NOT USED] 38 3.14 ATTACHMENTS [NOT USED] 39 END OF SECTION 40 CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revised July I, 2011 2003 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 038000-7 MODIFICATIONS TO EXISTING CONCRETE Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIF Contract 5C Hatcher Street & Richardson Street City I'rojeet No. 01233 2 3 PART1- GENERAL 4 L1 SUMMARY SECTION 31 10 00 SITE CLEARING 31 10 00 - 1 SITE CLEARING Page 1 of5 5 A. Section Includes: 6 I. Preparation of right-of-way and other designated areas for construction operations 7 by removing and disposing of all obstructions including clearing g and grubbing and trees, when removal of such obstructions is not specifically shown on the Drawings 9 to be paid by other Sections. The City of Fort Worth's Urban Forestry Ordinance 10 governs all tree removals. 1 I B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include but are not necessarily limited to 14 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division I — General Requirements 16 3. Section 02 41 13 —Selective Site Demolition 17 4. Section 02 41 14 — Utility Removal/Abandonment 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Site Clearing 21 a. Measurement 22 1) Measurement for this Item shall be by lump sum. 23 b. Payment 24 I) The work performed and the materials furnished in accordance with this 25 Item shall be paid for at the lump sum price bicl for "Site Clearing". 26 c. The price bid shall include: 27 I) Pruning of designated Trees and shrubs 28 2) Removal and disposal of trees, structures and obstructions 29 3) Backfilling ()litotes 30 4) Clean-up 31 2. Tree Removal 32 a. Measurement 33 1) Measurement for this Item shall be per each. 34 b. Payment 35 I) The work performed and the materials furnished in accordance with this 36 Item shall be paid for at the unit price bid per each "Tree Removal" for: 37 a) Various caliper ranges 38 c. The price bid shall include: 39 1) Pruning of designated trees and shrubs 40 2) Removal and disposal of structures and obstructions 41 3) Grading and backfi11ing of holes CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIE Contract SC Hatcher Street & Richardson Street City Project No. 01233 31 10 00 -2 SITE CLEARING Page 2 of 5 I 4) Excavation 2 5) Fertilization 3 6) Clean-up 4 3. Tree Removal and Transplantation 5 a. Measurement 6 1) Measurement for this Item shall be per each. 7 b. Payment 8 1) The work performed and the materials furnished in accordance with this 9 Item shall be paid for at the unit price bid per each "Tree Transplant" for: 10 a) Various caliper ranges I I c. The price bid shall include: 12 1) Pruning of designated trees and shrubs 13 2) Removal and disposal of structures and obstructions 14 3) Moving tree with truck mounted tree spade 15 4) Grading and backfilling of holes 16 5) Replanting tree at temporary location (determined by Contractor) 17 6) Maintaining tree until Work is completed i8 7) Replanting tree into original or designated location 19 8) Excavation 20 9) Fertilization 21 10) Clean-up 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINSTRATIVE REQUIREMENTS 24 A. Permits 25 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits when 26 required by the City Ordinance No. 18615-05-2009. 27 B. Preinstallation Meetings 28 1. Hold a preliminary site clearing meeting and include the Contractor, City Arborist, 29 City inspector, and the Project Manager for the purpose of reviewing the 30 Contractor's tree removal plan. Clearly mark all trees to remain on the project site 31 prior to the meeting. 32 2. The Contractor will provide the City with a Disposal Letter in accordance to 33 Division 01. 34 1.5 SUBMITTALS [NOT USED[ 35 1.6 ACTION SUBMITTALS/INFORMATIONALSUBMITTALS [NOT USEDI 36 1.7 CLOSEOUT SUBMITTALS [NOT USED[ 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED[ 38 1.9 QUALITY ASSURANCE [NOT USEDI 39 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 40 1.11 FIELD CONDITIONS [NOT USED] 41 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 1 I'ART 2 - PRODUCTS [NOT USED] 2 PART3- EXECUTION 3 3.1 INSTALLERS [NOT USED] 4 3.2 EXAMINATION [NOT USED] 5 3.3 PREPARATION 6 7 31 10 00 -3 SITE CLEARING Page 3 of 5 A. All trees identified to be protected and/or preserved should be clearly flagged with survey tape. 8 B. Following taping and prior to any removals or site clearing, the Contractor shall meet 9 with the City, the Engineer and the Landowner, if necessary, to confirm trees to be 10 saved. 11 3.4 INSTALLATION 12 13 14 15 2. If the Drawings do not provide tree protection details, protected trees shall be 16 fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with 17 the corners located on the canopy drip line, unless instructed otherwise. 18 3. When site conditions do not allow for the T-posts to be installed at the drip line, the 19 T-posts may be installed no less than 8 feet from the tree trunk. 4-foot high 12 20 gauge stock fencing or orange plastic snow fence shall be attached to the T-posts to 21 form the enclosure. A. Protection of Trees Protect designated trees and prune trees and shrubs as shown on the Drawings. Refer to the Drawings for tree protection details. 22 4. Do not park equipment, service equipment, store materials, or disturb the root area 23 under the branches of trees designated for preservation. 24 5. When shown on the Drawings, treat cuts on trees with an approved tree wound 25 dressing within 20 minutes of making a pruning cut or otherwise causing damage to 26 the tree. 27 6. Trees and brush shall be mulched on -site. 28 a. Burning as a method of disposal is not allowed. 29 B. Hazardous Materials 30 I. The Contractor will notify the Engineer immediately if any hazardous or 31 questionable materials not shown on the Drawings are encountered. This includes; 32 but not limited to: 33 a. Floor tiles 34 b. Roof tiles 35 c. Shingles 36 d. Siding 37 e. Utility piping 33 2. The testing, removal, and disposal of hazardous materials will be in accordance 39 with Division I. 40 C. Site Clearing CITY OF FORT AORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hotelier Street & Richardson Street City Project No. 01233 31 10 00-4 SITE CLEARING Page 4 of 5 I I . Clear areas shown on the Drawings of all obstructions, except those landscape 2 features that are to be preserved. Such obstructions include, but are not limited to: 3 a. Remains of buildings and other structures 4 b. Foundations 5 c. Floor slabs 6 d. Concrete 7 e. Brick 8 f. Lumber 9 g. Plaster 10 h. Septic tank drain fields 11 i. Abandoned utility pipes or conduits 12 j. Equipment 13 k. Trees 14 1. Fences 15 m. Retaining walls 16 n. Other items as specified on the Drawings 17 2. Remove vegetation and other landscape features not designated for preservation, 18 whether above or below ground, including, but not limited to: 19 a. Curb and gutter 20 b. Driveways 21 c. Paved parking areas 22 d. Miscellaneous stone 23 e. Sidewalks 24 f. Drainage structures 25 g. Manholes 26 h. Inlets 27 i. Abandoned railroad tracks 28 j. Scrap iron 29 k. Other debris 30 3. Remove culverts, storm sewers, manholes, and inlets in proper sequence to 31 maintain traffic and drainage in accordance with Section 02 41 14. 32 4. In areas receiving embankment, remove obstructions not designated for 33 preservation to 2 feet below natural ground. 34 5. In areas to be excavated, remove obstructions to 2 feet below the excavation level. 35 6. In all other areas, remove obstructions to I foot below natural ground. 36 7. When allowed by the Drawings or directed by the Engineer, cut trees and stumps 37 off to ground level. 38 a. Removal of existing structures shall be as per Section 02 41 13. 39 D. Disposal 40 I. Dispose of all trees within 24 hours of removal. 41 2. All materials and debris removed becomes the property of the Contractor, unless 42 otherwise stated on the Drawings. 43 3. The Contractor will dispose of material and debris off -site in accordance with local, 44 state, and federal laws and regulations. 45 3.5 REPAIR [NOT USED] 46 3.6 RE, INSTALLATION [NOT USED] CITY or PONY WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 I 3.7 FIELD QUALITY CONTROL [NOT USED] 2 3.8 SYSTEM STARTUP INOT USED] 3 3.9 ADJUSTING (NOT USED] 4 3.10 CLEANING [NOT USED] 5 3.11 CLOSEOUT ACTIVITIES [NOT USED] 6 3.12 PROTECTION [NOT USED( 7 3.13 MAINTENANCE [NOT USED] 8 3.14 ATTACHMENTS [NOT USED] 9 END OF SECTION 10 31 10 00 -5 SITE CLEARING Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION ION SPECIFICATION DGCLhb1EN IS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 1 2 3 PART1- GENERAL SECTION 31 23 16 UNCLASSIFIED EXCAVATION 31 23 16 - 1 UNCLASSIFIED EXCAVATION Page 1 of 4 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials 7 encountered to the lines, grades, and typical sections shown on the Drawings and 8 removal from site. Excavations may include construction of 9 a. Roadways 10 b. Drainage Channels 11 c. Site Excavation 12 d. Excavation for Structures 13 e. Or any other operation evolving the excavation of on -site materials. 14 B. Deviations from this City of Fort Worth Standard Specification 15 I. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Fortes and Conditions of the Contract 18 2. Division 1 — General Requirements 19 3. Section 31 24 00 — Embankments 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for this Item shall be by the cubic yard in its final position using 24 the average end area method. Limits of measurement is shown on the Drawings 25 b. When measured by the cubic yard in its final position, this is a plans quantity 26 measurement Item. The quantity to be paid is the quantity shown in the 27 proposal, unless modified by Article 11.04 of the General Conditions. 28 Additional measurements or calculations will be made if adjustments of 29 quantities are required. 30 2. Payment 31 a. The work performed and materials furnished in accordance with this Item and 32 measured as provided under "Measurement" will be paid for at the unit price 33 bid per cubic yard of"Unclassified Excavation". No additional compensation 34 will be allowed for rock or shrinkage or swell factors as these are the 35 Contractor's responsibility. 36 3. The price bid shall include: 37 a. Excavation 38 b. Excavation Safety 39 c. Drying 40 d. Dust Control 41 e. Reworking or replacing the over excavated material in rock cuts 42 f. Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 31 23 16 - 2 UNCLASSIFIED EXCAVATION Page 2 of4 1 g. Disposal of excess material not used elsewhere onsite 2 h. Scarification 3 i. Clean-up 4 1,3 REFERENCES [NOT USED] 5 A. Definitions 6 I. Unclassified Excavation — Without regard to materials, all excavations shall be 7 8 considered unclassified and shall include all materials excavated. Any reference to 9 Rock or other materials on the Drawings or in the specifications is solely for the 10 City and the Contractor's information and is not to be taken as a classification of the excavation. 11 1.4 ADMINSTRATIVE REQUIREMENTS 12 13 A. The Contractor will provide the City with a Disposal Letter in accordance to Division 01. 14 1.5 SUBMITTALS [NOT USED] 15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE 19 A. Excavation Safety 20 1. The Contractor shall be solely responsible for making all excavations in a safe 21 manner. 22 2. All excavation and related sheeting and bracing shall comply with the requirements 23 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 24 1.10 DELIVERY, STORAGE, AND HANDLING 25 A. Storage 26 1. Within Existing Rights -of -Way (ROW) 27 a. Soil may be stored within existing ROW, easements or temporary construction 28 easements, unless specifically disallowed in the Contract Documents. 29 b. Do not block drainage ways, inlets or driveways. 30 c. Provide erosion control in accordance with Section 31 25 00. 31 d. When the Work is performed in active traffic areas, store materials only in 32 areas barricaded as provided in the traffic control plans. 33 e. In non -paved areas, do not store material on the root zone of any trees or in 34 landscaped areas. 35 2. Designated Storage Areas 36 a. If the Contract Documents do not allow the storage of spoils within the ROW, 37 easement or temporary construction easement, then secure and maintain an 38 adequate storage location. 39 b. Provide an affidavit that rights have been secured to store the materials on 40 private properly. 41 c. Provide erosion control in accordance with Section 3!25 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 312316-3 UNCLASSIFIED EXCAVATION Page 3 of 4 d. Do not block drainage ways. 2 1.11 FIELD CONDITIONS 3 A. Existing Conditions 4 I. Any data which has been or may be provided on subsurface conditions is not 5 intended as a representation or warranty of accuracy or continuity between soils. It 6 is expressly understood that neither the City nor the Engineer will be responsible 7 for interpretations or conclusions drawn there from by the Contractor. 8 2. Data is made available for the convenience of the Contractor. 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS [NOT USED] I t 2.1 OWNER -FURNISHED [NOT USED] 12 2.2 PRODUCT TYPES AND MATERIALS 13 A. Materials 14 1. Unacceptable Fill Material 15 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 16 D2487 17 PART 3 - EXECUTION 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 CONSTRUCTION 22 A. Accept ownership of unsuitable or excess material and dispose of material off -site 23 accordance with local, state, and federal regulations at locations. 24 B. Excavations shall be performed in the dry, and kept free from water, snow and ice 25 during construction with eh exception of water that is applied for dust control. 26 C. Separate Unacceptable Fill Material from other materials, remove from the Site and 27 properly dispose according to disposal plan. 28 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 29 proposed or existing structures. 30 E. Correct any damage to the subgrade caused by weather, at no additional cost to the 31 City. 32 F. Shape slopes to avoid loosening material below or outside the proposed grades. 33 Remove and dispose of slides as directed. 34 G. Rock Cuts 35 I. Excavate to finish grades. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 C IP Contract SC Hatcher Street & Richardson Street City Project No. 01233 31 23 16 -4 UNCLASSIFIED EXCAVATION Page 4 of 4 2. In the event of over excavation due to contractor error below the lines and grades 2 established in the Drawings, use approved embankment material compacted in 3 accordance with Section 31 24 00 to replace the over excavated at no additional 4 cost to City. 5 H. Earth Cuts 6 1. Excavate to finish subgrade 7 2. In the event of over excavation due to contractor error below the lines and grades 8 established in the Drawings, use approved embankment material compacted in 9 accordance with Section 31 24 00 to replace the over excavated at no additional 10 cost to City. 11 3. Manipulate and compact subgrade in accordance with Section 31 24 00. 12 3.5 REPAIR [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD QUALITY CONTROL 15 A. Subgrade Tolerances 16 1. Excavate to within 0.1 foot in all directions. 17 2. In areas of over excavation, Contractor provides fill material approved by the City 18 at no expense to the City. 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICCrloN DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 2 3 PART1- GENERAL 312500-1 EROSION AND SEDIMENT CONTROL. Page 1 of 9 SECTION 31 25 00 EROSION AND SEDIMENT CONTROL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Implementation of the project's Storm Water Pollution Prevention Plan (SWPPP) 7 and installation, maintenance and removal of erosion and sediment control devices 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Storm Water Pollution Prevention Plan <I acre 16 a. Measurement 17 1) This Item is considered subsidiary to the various Items bid. 18 b. Payment 19 l) The work performed and the materials furnished in accordance with this 20 Item are subsidiary to the structure or Items being bid and no other 21 compensation will be allowed. 22 2. Storm Water Pollution Prevention Plan > I acre 23 a. Measurement for this Item shall be by lump sum. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the lump sum price bid for "SWPPP > 1 acre". 27 c. The price bid shall include: 28 1) Preparation of SWPPP 29 2) Implementation 30 3) Permitting fees 31 4) Installation 32 5) Maintenance 33 6) Removal 34 1.3 REFERENCES 35 A. Reference Standards 36 1. Reference standards cited in this Specification refer to the current reference 37 standard published at the time of the latest revision date logged at the end of this 38 Specification, unless a date is specifically cited. 39 2. ASTM Standard: CITY OF FORT wOR Ulf STANDARD CONS (RUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CII' Contract 5C Hatcher Street & Richardson Street City Project No. 01233 312500-2 EROSION AND SEDIMENT CONTROI. Page 2 or9 a. ASTM D3786, Standard Test Method for Bursting Strength of Textile 2 Fabrics Diaphragm Bursting Strength Tester Method 3 b. ASTM D4632, Standard Test Method for Grab Breaking Load and Elongation 4 of Geotextiles 5 c. ASTM D4751, Standard Test Method for Determining 6 of a Geotextile A pp ll'ent Opening Size 7 d. ASTM D4833, Standard Test Method for Index Puncture Resistance of 8 Geomembranes and Related Products 9 3. Texas Commission on Environmental Quality (TCEQ) TPDES General Permit No. 10 TXR150000 11 4. TxDOT Departmental Material Specifications (DMS) 12 a. DMS-6230 "Temporary Sediment Control Fence Fabric" 13 L4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 14 1.5 SUBMITTALS 15 A. Storm Water Pollution Prevention Plan (SWPPP) 16 B. TCEQ Notice of Intent (NOT) for Storm Water Discharges Associated with 17 Construction Activity under the TPDES General Permit 18 C. Construction Site Notice 19 D. TCEQ Notice of Termination (NOT) for Storm Water Discharges Associated with 20 Construction Activity under the TPDES General Permit 21 E. Notice of Change (if applicable) 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED[ 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY, STORAGE AND HANDLING [NOT USED] 27 1.11 FIELD [SITE] CONDITIONS [NOT USED] 28 1.12 WARRANTY [NOT USED] 29 PART 2 - PRODUCTS 30 2.1 OWNER -FURNISHED Iou] OWNER -SUPPLIED PRODUCTS [NOT USED] 31 2.2 PRODUCT TYPES AND MATERIALS 32 A. Rock Filter Dams 33 1. Aggregate 34 a. Furnish aggregate with hardness, durability, cleanliness and resistance to 35 crumbling, Baking and eroding acceptable to the Engineer. 36 b. Provide the following: 37 I) Types 1, 2 and 4 Rock Filter Danis CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 1 2008 CIP Contract 5C I-latcher Street & Richardson Street City Project No. 01233 31 25 00-3 EROSION AND SEDIMENT CONTROL Page 3 of 9 1 a) Use 3 to 6 inch aggregate. 2 2) Type 3 Rock Filter Dams 3 a) Use 4 to 8 inch aggregate. 4 2. Wire 5 a. Provide minimum 20 gauge galvanized wire for the steel wire mesh and tie 6 wires for Types 2 and 3 rock filter dams 7 b. Type 4 dams require: 8 1) Double -twisted, hexagonal weave with a nominal mesh opening of 2%z 9 inches x 3 A inches 10 2) Minimum 0.0866 inch steel wire for netting 11 3) Minimum 0.1063 inch steel wire for selvages and corners 12 4) Minimum 0.0866 inch for binding or tie wire 13 B. Geotextile Fabric 14 1. Place the aggregate over geotextile fabric meeting the following criteria: 15 a. Tensile Strength of 250 pounds, per ASTM D4632 16 b. Puncture Strength of 135 pounds, per ASTM D4833 17 c. Mullen Burst Rate of 420 psi, per ASTM D3786 18 d. Apparent Opening Size of No. 20 (max), per ASTM D4751 19 C. Sandbag Material 20 1. Furnish sandbags meeting Section 2.5 except that any gradation of aggregate may 21 be used to fill the sandbags. 22 D. Stabilized Construction Entrances 23 I. Provide materials that meet the details shown on the Drawings and this Section. 24 a. Provide crushed aggregate for long and short-term construction exits. 25 b. Furnish aggregates that are clean, hard, durable and free from adherent coatings 26 such as salt, alkali, dirt, clay, loam, shale, soft or flaky materials and organic 27 and injurious matter. 28 c. Use 3 to 5 inch coarse aggregate with a minimum thickness of 12 inches. 29 cl. The aggregate shall be placed over a geotextile fabric meeting the following 30 criteria: 31 1) Tensile Strength of300 pounds, per ASTM D4632 32 2) Puncture Strength of 120 pounds, per ASTM D4833 33 3) Mullen Burst Rate of 600 psi, per ASTM D3786 34 4) Apparent Opening Size of No. 40 (max), per ASTM D4751 35 E. Embankment for Erosion Control 36 1. Provide rock, loam, clay, topsoil or other earth materials that will form a stable 37 embankment to meet the intended use. 38 F. Sandbags 39 1. Provide sandbag material of polypropylene, polyethylene or polyamide woven 40 fabric with a minimum unit weight of 4 ounces per square yard, a Mullen burst- 41 strength exceeding 300 psi, and an ultraviolet stability exceeding 70 percent. 42 2. Use natural coarse sand or manufactured sand meeting the gradation given in Table 43 1 to fill sandbags. 44 3. Filled sandbags must be 24 to 30 inches long, 16 to 18 inches wide, and 6 to 8 45 inches thick. 46 Table 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 2 3 31 25 00 -4 EROSION AND SEDIMENT CONTROL Page 4 or9 Sieve # Maximum Retained (% by Weight) 4 3 percent 100 80 percent 200 95 percent G. Temporary Sediment Control Fence 1. Provide a net -reinforced fence using woven geo-textile fabric. 4 2. Logos visible to the traveling public will not be allowed. 5 a. Fabric 6 1) Provide fabric materials in accordance with DMS-6230, "Temporary 7 Sediment Control Fence Fabric." 8 b. Posts 9 I) Provide essentially straight wood or steel posts with a minimum length of 10 48 inches, unless otherwise shown on the Drawings. 11 2) Soft wood posts must be at least 3 inches in diameter or nominal 2 x 4 inch 12 3) Hardwood posts must have a minimum cross-section of 1-1/2 x 1-1/2 inch 13 4) T- or L-shaped steel posts must have a minimum weight of 1.3 pounds per 14 foot. 15 c. Net Reinforcement 16 1) Provide net reinforcement of at least 17 mesh, with a maximum opening size 18 unless otherwise shown on the Draw 19 d. Staples 20 1) Provide staples with a crown at least 21 2.3 ACCESSORIES [NOT USED] 22 2.4 SOURCE QUALITY CONTROL [NOT USED] 23 PART 3- EXECUTION 24 3.1 INSTALLERS [NOT USED] 25 3.2 EXAMINATION [NOT USED] 26 3.3 PREPARATION [NOT USED] 27 3.4 INSTALLATION 28 29 30 31 32 33 34 35 1. Implement control measures in the area to be disturbed before beginning 36 construction, or as directed. Limit the disturbance to the area shown on the 37 Drawings or as directed. 12-1/2 gauge galvanized welded wire of 2 x 4 inch, at least 24 inches wide, ings. 3/4 inch wide and legs 1/2 inch long. A. Storm Water Pollution Prevention Plan 1. Develop and implement the project's Storm Water Pollution Prevention Plan (SWPPP) in accordance with the TPDES Construction General Permit TXR150000 requirements. Prevent water pollution from storm water runoff by using and maintaining appropriate structural and nonstructural BMPs to reduce pollutants discharges to the NIS4 from the construction site. B. Control Measures CITY or PORT WORT' I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised .Itily I, 2011 2008 CFI' Contract SC Hatcher Street Be Richardson Street City Project No. 01233 31 25 00 -5 EROSION AND SEDIMENT CONTROL Page 5 of 9 1 2. Control site waste such as discarded building materials, concrete truck washout 2 water, chemicals, litter and sanitary waste at the construction site. 3 3. If, in the opinion of the Engineer, the Contractor cannot control soil erosion and 4 sedimentation resulting from construction operations, the Engineer will limit the 5 disturbed area to that which the Contractor is able to control. Minimize disturbance 6 to vegetation. 7 4. Immediately correct ineffective control measures. Implement additional controls as 8 directed. Remove excavated material within the time requirements specified in the 9 applicable storm water permit. 10 5. Upon acceptance of vegetative cover by the City, remove and dispose of all I I temporary control measures, temporary embankments, bridges, matting, falsework, 12 piling, debris, or other obstructions placed during construction that are not a part of 13 the finished work, or as directed. 14 C. Do not locate disposal areas, stockpiles, or haul roads in any wetland, water body, or 15 streambed. 16 D. Do not install temporary construction crossings in or across any water body without the 17 prior approval of the appropriate resource agency and the Engineer. 18 E. Provide protected storage area for paints, chemicals, solvents, and fertilizers at an 19 approved location. Keep paints, chemicals, solvents, and fertilizers off bare ground and 20 provide shelter for stored chemicals. 21 F. Installation and Maintenance 22 1. Perform work in accordance with the TPDES Construction General Permit 23 TXR 150000. 24 2. When approved, sediments may be disposed of within embankments, or in areas 25 where the material will not contribute to further siltation. 26 3. Dispose of removed material in accordance with federal, state, and local 27 regulations. 28 4. Remove devices upon approval or when directed. 29 a. Upon removal, finish -grade and dress the area. 30 b. Stabilize disturbed areas in accordance with the permit, and as shown on the 31 Drawings or directed. 32 5. The Contractor retains ownership of stockpiled material and must remove it from 33 the project when new installations or replacements are no longer required. 34 G. Rock Filter Dams for Erosion Control 35 1. Remove trees, brush, stumps and other objectionable material that may interfere 36 with the construction of rock filter dams. 37 2. Place sandbags as a foundation when required or at the Contractor's option. 38 3. For Types 1, 2, 3, and 5, place the aggregate to the lines, height, and slopes 39 specified, without undue voids. 40 4. For Types 2 and 3, place the aggregate on the mesh and then fold the mesh at the 41 upstream side over the aggregate and secure it to itself on the downstream side with 42 wire ties, or hog rings, or as directed. 43 5. Place rock filter dams perpendicular to the flow of the stream or channel unless 44 otherwise directed. art OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 312500-6 EROSION AND SEDIMENT CONTROL Page 6 of 9 6. Construct filter dams according to the following criteria, unless otherwise shown on 2 the Drawings: 3 a. Type 1 (Non -reinforced) 4 1) Height - At least 18 inches measured vertical) from existing 5 of filter dam y exg ground to [op 6 2) Top Width - At least 2 feet 7 3) Slopes - At most 2:1 8 b. Type 2 (Reinforced) 9 10 1) Height - At least 18 inches measured vertically from existing ground to top of filter dam 11 2) Top Width - At least 2 feet 12 3) Slopes - At most 2:1 13 c. Type 3 (Reinforced) 14 1) Height - At least 36 inches measured vertical) from existing 15 of filter dam y ground to top 16 2) Top Width - At least 2 feet 17 3) Slopes - At most 2:1 18 d. Type 4 (Sack Gabions) 19 I) Unfold sack gabions and smooth out kinks and bends. 20 2) For vertical filling, connect the sides bylacin g n g in a single loop —double loop 22 pattern on 4- to 5-inches spacing. At I end, pull the end lacing rod until 23 tight, wrap around the end, and twist 4 times. At the filling end, fill with stone, pull the rod tight, cut the wire with approximately 6 inches 24 remaining, and twist wires 4 times. 25 26 3) For horizontal filling, place sack flat in a filling trough, fill with stone, and connect sides and secure ends as described above. 27 4) Lift and place without damaging the gabion. 28 5) Shape sack gabions to existing contous. 29 e. Type 5 30 1) Provide rock filter clams as shown on the Drawings. 31 1-1. Construction Entrances 32 33 1. When tracking conditions exist, prevent traffic from crossing or exiting the 34 construction site or moving directly onto a public roadway, alley, sidewalk, parking area, or other right of way areas other than at the location of construction entrances. 38 3. At drive approaches, make sure the construction entrance is the full width of the 39 drive and meets the length shown on the Drawings. 40 41 a. The width shall be at least 14 feet for I -way and 24 feet for 2-way traffic for all other points of ingress or egress or as directed by the Engineer. 42 E. Earthwork for Erosion Control 43 44 1. Perform excavation and embankment operations to minimize erosion and to remove collected sediments from other erosion control devices. 45 a. Excavation and Embankment for Erosion Control Measures 46 1) Place earth dikes, swales or combinations of both along the low crown of 47 daily lift placement, or as directed, to prevent runoff spillover. 35 2. Place the exit over a foundation course, if necessary. 36 a. Grade the foundation course or compacted subgrade to direct runoff from the 37 construction exits to a sediment trap as shown on the Drawings or as directed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I 2(108 CI1' Contract 5C Hatcher Street & Richardson Street City Project No. 01233 312500-7 EROSION AND SEDIMENT CONTROL Page 7 of 9 1 2) Place swales and dikes at other locations as shown on the Drawings or as 2 directed to prevent runoff spillover or to divert runoff. 3 3) Construct cuts with the low end blocked with undisturbed earth to prevent 4 erosion of hillsides. 5 4) Construct sediment traps at drainage structures in conjunction with other 6 erosion control measures as shown on the Drawings or as directed. 7 5) Where required, create a sediment basin providing 3,600 cubic feet of 8 storage per acre drained, or equivalent control measures for drainage 9 locations that serve an area with 10 or more disturbed acres at 1 time, not 10 including offsite areas. 11 b. Excavation of Sediment and Debris 12 I) Remove sediment and debris when accumulation affects the performance of 13 the devices, after a rain, and when directed. 14 J. Sandbags for Erosion Control 15 1. Construct a berm or dam of sandbags that will intercept sediment -laden storm water 16 runoff from disturbed areas, create a retention pond, detain sediment and release 17 water in sheet flow. 18 2. Fill each bag with sand so that at least the top 6 inches of the bag is unfilled to 19 allow for proper tying of the open end. 20 3. Place the sandbags with their tied ends in the same direction. 21 4. Offset subsequent rows of sandbags 1/2 the length of the preceding row. 22 5. Place a single layer of sandbags downstream as a secondary debris trap. 23 6. Place additional sandbags as necessary or as directed for supplementary support to 24 berms or dams of sandbags or earth. 25 K. Temporary Sediment -Control Fence 26 1. Provide temporary sediment -control fence near the downstream perimeter of a 27 disturbed area to intercept sediment from sheet flow. 28 2. Incorporate the fence into erosion -control measures used to control sediment in 29 areas of higher flow. Install the fence as shown on the Drawings, as specified in this 30 Section, or as directed. 31 a. Post Installation 32 1) Embed posts at least 18 inches deep, or adequately anchor, if in rock, with a 33 spacing of 6 to 8 feet and install on a slight angle toward the run-off source. 34 b. Fabric Anchoring 35 I) Dig trenches along the uphill side of the fence to anchor 6 to 8 inches of 36 fabric. 37 2) Provide a minimum trench cross-section of 6 x 6 inches 38 3) Place the fabric against the side of the trench and align approximately 2 39 inches of fabric along the bottom in the upstream direction. 40 4) Backfill the trench, then hand -tamp. 41 c. Fabric and Net Reinforcement Attachment 42 I) Unless otherwise shown under the Drawings, attach the reinforcement to 43 wooden posts with staples, or to steel posts with T-clips, in at least 4 places 44 equally spaced. 45 2) Sewn vertical pockets may be used to attach reinforcement to end posts. 46 3) Fasten the fabric to the top strand of reinforcement by hog rings or cord 47 every 15 inches or less. cm, OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 312500-8 EROSION AND SEDIMENT CONTROL Page 8 of9 d. Fabric and Net Splices 2 I) Locate splices at a fence post with a minimum lap of 6 inches attached in at 3 least 6 places equally spaced, unless otherwise shown under the Drawings. 4 a) Do not locate splices in concentrated flow areas. 5 2) Requirements for installation of used temporary sediment -control fence 6 include the following: 7 a) Fabric with minimal or no visible signs of biodegradation (weak fibers) 8 b) Fabric without excessive patching (more than 1 patch every 15 to 20 9 feet) 10 c) Posts without bends I I d) Backing without holes 12 3.5 REPAIR/RESTORATION [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED[ 14 3.7 FIELD ton] SITE QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING 18 A. Waste Management 19 I. Remove sediment, debris and litter as needed. 20 3.11 CLOSEOUT ACTIVITIES 21 A. Erosion control measures remain in place and are maintained until all soil disturbing 22 activities at the project site have been completed. 23 B. Establish a uniform vegetative cover with a density of 70 percent on all unpaved areas, 24 on areas not covered by permanent structures, or ill areas where permanent erosion 25 control measures (i.e. riprap, gabions, or geotextiles) have been employed. 26 3.12 PROTECTION [NOT USED] 27 3.13 MAINTENANCE 28 A. Install and maintain the integrity of temporary erosion and sedimentation control 29 devices to accumulate silt and debris until earthwork construction and permanent 30 erosion control features are in place or the disturbed area has been adequately stabilized 31 as determined by the Engineer. 32 B. If a device ceases to function as intended, repair or replace the device or portions 33 thereof as necessary. 34 C. Perform inspections of the construction site as prescribed in the Construction General 35 PermitTXR150000. 36 D. Records of inspections and modifications based on the results of inspections must be 37 maintained and available in accordance with the permit. CITY of FOR"r WORTH STANDARD CONSTRUCTION SPECIFICATION DOOM] FATS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 1 3.14 ATTACHMENTS [NOT USED] 2 END OR SECTION 3 4 31 25 00 -9 EROSION AND SEDIMENTCONTROL Page 9 of 9 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORT' I STANDARD CONSIRUCPION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 13 I. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 —General Requirements. 32 01 17 -1 PERMANENT ASPIIALT PAVING REPAIR Page 1 of 4 SECTION 32 01 17 2 PERMANENT ASPHALT PAVING REPAIR 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes flexible pavement repair to include but not limited to: 6 I. Utility cuts (water, sanitary sewer, drainage, franchise utilities, etc.). 7 2. Warranty work. 8 3. Repairs of damage caused by CONTRACTOR. 9 4. Any permanent asphalt pavement repair needed during the course of construction. 10 B. Deviations from City of Fort Worth Standards. I I 1. None. 12 C. Related Specification Sections include but are not necessarily limited to 30 2. Payment: contract unit price bid for the work performed and all materials furnished. 31 1.3 REFERENCES INOT USED] 32 A. Definitions 33 I. H.M.A.C. — Hot Mix Asphalt Concrete 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. Permitting 36 I. Obtain Street Use Permit to make utility cuts in the street from the Transportation 37 and Public Works Department in conformance with current ordinances. 16 3. Section 03 34 16 — Concrete Base Material for Trench Repair. 17 4. Section 32 13 13 — Concrete Paving. 18 5. Section 32 12 16 — Asphalt Paving. 19 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill. 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement: 23 a. Asphalt Pavement Repair: measure by the linear foot based on defined width 24 and roadway classification specified per detail. 25 b. Asphalt Pavement Repair Beyond Defined Width: measure by the square yard 26 for asphalt pavement repair beyond the pay limits of the defined width of 27 Asphalt Pavement Repair by roadway classification specified per detail. 28 e. Extra Width Asphalt Pavement Repair: measure by the square yard for surface 29 repair (does not include base repair) by the specified thickness. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C hatcher Street & Richardson Street City Project Nu. 01233 32 01 17 -2 PERMANENT ASPIIALT PAVING REPAIR Page 2 of 4 2. The Transportation and Public Works Department will inspect the paving repair 2 after construction. 3 1.5 SUBMITTALS INOT USED] 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 5 A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16. 6 1.7 CLOSEOUT SUBMITTALS [NOT USED) 7 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.11 DELIVERY, STORAGE, AND HANDLING [NOT USED] 10 1.12 FIELD CONDITIONS 11 A. Place mixture when the roadway surface temperature is 45 degrees F or higher and 12 rising unless otherwise approved. 13 1.13 WARRANTY [NOT USED] 14 PART2- PRODUCTS 15 2.1 OWNER -FURNISHED [NOT USED] 16 2.2 MATERIALS 17 A. Backfill: see Section 33 05 10. 18 B. Base Material 19 1. Concrete Base Material for Trench Repair: See Section 03 34 16. 20 2. Concrete Base: See Section 32 13 13. 21 C. Asphalt Paving: see Section 32 12 16. 22 1. H.M.A.C. paving: Type D. 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL INOT USED] 25 PART 3 - EXECUTION 26 3.1 INSTALLERS INOT USED] 27 3.2 EXAMINATION [NOT USED) 28 3.3 PREPARATION 29 A. Surface Preparation: 30 1. Mark pavement cut for repairs for approval by the City. 31 2. CONTRACTOR and City meet prior to saw cutting to confirm limits of repairs. CrrY OI' PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hateher Street & Richardson Street City Project No. 01233 32 01 17 -3 PERMANENT ASPHALT PAVING REPAIR Page 3 or4 I 3.4 INSTALLATION 2 A. General: 3 1. Equipment 4 a. Use machine intended for cutting pavement. 5 b. Milling machines may be used as long as straight edge is maintained. 6 2. Repairs: In true and straight lines to dimensions shown on the plans. 7 3. Utility Cuts: 8 a. In a true and straight line on both sides of the trench. 9 b. Minimum of 12 inches outside the trench walls. 10 c. If the existing flexible pavement is 2 feet or less between the Hp of the existing I 1 gutter and the edge of the trench repair, remove the existing paving to such 12 gutter. 13 4. Limit dust and residues from sawing from entering the atmosphere or drainage 14 facilities. 15 B. Removal: 16 1. Use care to prevent fracturing existing pavement structure adjacent to the repair 17 area. 18 C. Base: Install replacement base material per detail.. 19 D. Asphalt Paving 20 1. H.M.A.0 placement: in accordance with Section 32 12 16. 21 2. Type D surface mix. 22 3. Depth: per detail. 23 4. Place surface mix in lifts not to exceed three inches. 24 5. Last or top lift shall not be less than two inches thick. 25 3.5 [REPAIR]/[RESTORATIONI [NOT USED] 26 3.6 RE -INSTALLATION [NOT USED] 27 3.7 FIELD QUALITY CONTROL [NOT USED] 28 3.8 SYSTEM STARTUP [NOT USED[ 29 3.9 ADJUSTING [NOT USED] 30 3.10 CLEANING [NOT USED] 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USEDI 34 3.14 ATTACHMENTS [NOT USED] 35 END OF SECTION Revision Log CITY OF FORT WORM STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 DATE NAME 32 01 17 -4 PERMANENT ASPHALT PAVING REPAIR Page 4 of 4 SUMMARY OF CHANGE CITY OP PORT WORTH STANDARD CONSTRUCTION SPECIPICNIION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C I'atelier Street & Richardson Street City Project No. 01233 320118-I TEMPORARY ASPHALT I'AVING REPAIR Page 1 of 3 1 SECTION 32 01 18 2 TEMPORARY ASPHALT PAVING REPAIR 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Utility cuts (water, sanitary sewer, drainage, etc.) along streets programmed for 7 total reconstruction under a Capital Improvement Program or resurfacing under a 8 Street Maintenance Program. 9 2. Repairs of damage caused by CONTRACTOR. 10 3. Any other temporary pavement repair needed during the course of construction. 11 B. Deviations from City of Fort Worth Standards. 12 1. None. 13 C. Related Specification Sections include but are not necessarily limited to 14 I. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 15 Contract. 16 2. Division 1 - General Requirements. 17 3. Section 32 11 23 - Flexible Base Courses. 18 4. Section 32 12 16 - Asphalt Paving. 19 5. Section 33 05 10 - Utility Trench Excavation, Embedment and Backfill. 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 I. Measurement: 23 a. Temporary Asphalt Paving Repair: measure by the linear foot. 24 2. Payment: Contract unit price bid for the work performed and all materials 25 furnished, No payment for repairs of damage to adjacent pavement caused by 26 Contractor. 27 1.3 REFERENCES 28 A. Definitions 29 I. I-I.M.A.C. — Hot Mix Asphalt Concrete 30 1.4 ADMINISTRATIVE REQUIREMENTS 31 A. Permitting 32 I. Obtain Street Use Permit to make utility cuts in the street from the Transportation 33 and Public Works Department in conformance with current ordinances. 34 2. The Transportation and Public Works Department will inspect the paving repair 35 after construction. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hotelier Street & Richardson Street City Project No. 01233 32 01 18 -2 TEMPORARY ASPIIALT PAVING REPAIR Page 2 of 3 I 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 3 A. Asphalt Pavement Mix Design: submit for approval. Section 32 12 16. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD CONDITIONS 9 A. Weather Conditions: Place mixture when the roadway surface temperature is 40 degrees 10 F or higher and rising unless otherwise approved. 11 1.12 WARRANTY [NOT USED] 12 PART2- PRODUCTS 13 2.1 OWNER -FURNISHED [NOT USED] 14 2.2 MATERIALS 15 A. Backfill: see Section 33 05 10. 16 B. Base Material: 17 1. Flexible Base: Use existing base and add new flexible base as required in 18 accordance with Section 32 11 23. 19 C. Asphalt Concrete: See Section 32 12 16. 20 t. H.M.A.C. paving: Type D. 21 2.3 ACCESSORIES [NOT USED] 22 2.4 SOURCE QUALITY CONTROL [NOT USED] 23 PART 3 - EXECUTION 24 3.1 INSTALLERS [NOT USED] 25 3.2 EXAMINATION [NOT USED] 26 3.3 PREPARATION [NOT USED] 27 3.4 INSTALLATION 28 A. Removal: 29 1. Use an approved method that produces a neat edge. 30 2. Use care to prevent fracturing existing pavement structure adjacent to the repair 31 area. CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 32 01 18 -3 'TEMPORARY ASPHALT PAVING REPAIR Page 3 of 3 1 B. Base 2 I. Install flexible base material per detail. 3 2. See Section 32 1123. 4 C. Apshalt Paving 5 1. H.M.A.C. placement: in accordance with Section 32 12 16. 6 2. Type D surface mix. 7 3.5 [REPAIR]/(RESTORATION] [NOT USED) 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD QUALITY CONTROL [NOT USED) 10 3.8 SYSTEM STARTUP [NOT USED] 1 1 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES !NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 19 Revision Log DATE NAME SUMMARY OF CHANGE CITY DP FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC hatcher Street & Richardson Street City Project Na 01233 2 3 PART1- GENERAL SECTION 32 01 29 CONCRETE PAVING REPAIR 320129-1 CONCRETE PAVING REPAIR Page 1 old 4 1.1 SUMMARY 5 A. Section includes concrete pavement repair to include but not limited to: 6 1. Utility cuts (water, sanitary sewer, drainage, etc.). 7 2. Warranty work. 8 3. Repairs of damage caused by CONTRACTOR. 9 4. Any other concrete pavement repair needed during the course of construction. 10 B. Deviations from City of Fort Worth Standards I t 1. None. 12 C. Related Specification Sections include but are not necessarily limited to 13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 14 Contract. 15 2. Division 1 - General Requirements. 16 3. Section 32 01 18 - Temporary Asphalt Paving Repair. 17 4. Section 32 12 16 - Asphalt Paving. 18 5. Section 32 13 13 - Concrete Paving. 19 6. Section 33 05 10 - Utility Trench Excavation, Embedment and Backfill. 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment: 22 1. Measurement: 23 a. Concrete Pavement Repair: measure by the square yard per thickness and type. 24 a) Limits of repair based on the time of service of the existing pavement 25 as determined by ENGINEER. 26 (1) 10 years or less: repair entire panel. 27 (2) Greater than 10 years: repair to limits per plans. 28 2. Payment: contract unit price bid for the work performed and all materials including 29 base material 30 1.3 REFERENCES [NOT USED] 31 1.4 ADMINISTRATIVE REQUIREMENTS 32 A. Permitting: 33 I. Obtain Street Use Permit to make utility cuts in the street from the Transportation 34 and Public Works Department in conformance with current ordinances. 35 2. Transportation and Public Works Department will inspect paving repair alter 36 construction. CITY OF FORT WORftI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Ilateher Street F. Richardson Street City Project No. 01233 32 01 29-2 CONCRETE I'AVING REPAIR Page 2 of 4 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 3 A. Concrete Mix Design: submit for approval. Section 32 13 13. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD CONDITIONS 9 A. Weather Conditions: Place concrete as specified in Section 32 13 13. 10 1.12 WARRANTY [NOT USED] II PART2- PRODUCTS 12 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 13 2.2 MATERIALS 14 A. Embedment and Backfill: see Section 33 05 10. 15 B. Base material: Concrete base: see Section 32 13 13. 16 C. Concrete: see Section 32 13 13. 17 1. Concrete paving: Class P or Class HES. 18 2. Replace concrete to the specified thickness. 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION 25 A. Replace a continuous section if multiple repairs are closer than 10 feet apart from edge 26 of one repair to the edge of a second repair. 27 B. if the cut is to be covered, use steel plates of sufficient strength and thickness to support 28 traffic. 29 1. Construct a transition of hot -mix or cold -mix asphalt from the top of the steel plate 30 to the existing pavement to create a smooth riding surface. 31 a. Hot -mix or cold -mix asphalt: conform to the requirements of Section 32 12 16. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract 5C Hatcher Street Richardson Street City Project No, 01233 320129-3 CONCRETE I'AVING REPAIR Page 3 of 4 C. Surface Preparation: mark pavement cut repairs for approval by the City. 2 3.4 INSTALLATION 3 A. Sawing: 4 I. General: 5 a. Saw curt perpendicular to the surface to full pavement depth. 6 b. Saw cut the edges of pavement and appurtenances damaged subsequent to 7 sawing to remove damaged areas. 8 c. Such saw cuts shall be parallel to the original saw cut and to neat straight lines. 9 2. Sawing equipment: 10 a. Power -driven. 11 b. Manufactured for the purpose of sawing pavement. 12 c. In good operating condition. l3 d. Shall not spall or facture concrete adjacent to the repair area. 14 3. Repairs: In true and straight lines to dimensions shown on the plans. 15 4. Utility Cuts: 16 a. In a true and straight line on both sides of the trench. 17 b. Minimum of 12 inches outside the trench walls. 18 5. Prevent dust and residues from sawing from entering the atmosphere or drainage 19 facilities. 20 B. Removal: 21 1. Use care in removing concrete to be repaired to prevent spatting or fracturing 22 concrete adjacent to the repair area. 23 C. Base: per detail. 24 D. Concrete Paving: 25 1. Concrete placement: in accordance with Section 32 13 13. 26 2. Reinforce concrete replacement: per detail. 27 3.5 [REPAIR]/[RESTORATION] [NOT USED] 28 3.6 RE -INSTALLATION [NOT USED] 29 3.7 FIELD QUALITY CONTROL [NOT USED] 30 3.8 SYSTEM STARTUP [NOT USED] 31 3.9 ADJUSTING [NOT USED] 32 3.10 CLEANING [NOT USED] 33 3.11 CLOSEOUT ACTIVITIES [NOT USED] 34 3.12 PROTECTION [NOT USED] 35 3.13 MAINTENANCE [NOT USED] 36 3.14 ATTACHMENTS [NOT USED] 37 END OF SECTION CITY OF FORT WOR I1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 2008 CIE Contract SC hatcher Street & Richardson Street City Project No. 01233 320129-4 CONCRETE PAVING REPAIR Page 4 of4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C thatcher Street & Richardson Street City Project No. 01233 2 SECTION 32 1129 LIME TREATED BASE COURSES 321129-I LIME TREATED BASE COURSES Page 1 of 9 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 I. Treating subgrade, subbase and base courses by the pulverization, addition of lime, 7 mixing and compacting the mix material to the required density. 8 2. Item applies to the natural ground, embankment, existing pavement; base or 9 subbase courses placed and shall conform to the typical section, lines and grades 10 shown on the plans. 11 B. Deviations from City of Fort Worth Standards 12 1. None 13 C. Related Specification Sections include but are not necessarily limited to 14 I. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 15 2. Division 1 - General Requirements 16 3. Section 31 23 23 - Fill 17 4. Section 32 11 23 - Flexible Base Courses 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 I. Measurement 21 a. Lime. 22 1) Hydrated Lime 23 a) Slurry: measure by the ton (dry weight) of the hydrated lime used to 24 prepare the slurry at the job site. 25 2) Commercial Lime Slurry: measure by the ton (dry weight) as calculated 26 from the minimum percent dry solids content of the slurry, multiplied by 27 the weight of the slurry in tons delivered. 28 3) Quicklime. 29 a) Dry: measure by the ton (dry weight) of the quicklime. 30 b) Slurry: measured by the ton (dry weight) of the quicklime used to 31 prepare the slurry. 32 b. Lime Treatment. 33 I) Measure by the square yard of surface area. 34 2) The dimensions for determining the surface area are established by the 35 widths shown on the plans and the lengths measured at placement. 36 2. Payment 37 a. Lime: paid for at the unit price bid and full compensation for: 38 I) furnishing the material 39 2) all freight involved 40 3) all unloading, storing, and handling 41 b. Lime Treatment: based on the work performed and placed and includes full 42 compensation for: cunt OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 321129-2 LIME TREATED BASE COURSES Page 2 of 9 11 2. Commercial Lime Slurry: liquid mixture of hydrated lime solids and water 12 delivered to a project in slurry form. 1) preparing the roadbed, 2 2) loosening, pulverizing application of lime, water content in the slurry 3 mixture and the mixing water 4 5 3) mixing, shaping, sprinkling, compacting, finishing, curing and maintaining 4) for manipulations required 6 5) and for all labor, equipment, fuels, tools and incidentals necessary to 7 complete the work. 8 1.3 REFERENCES 9 A. Definitions 10 I. Hydrated Lime: dry powdered material consisting of calcium hydroxide. 13 3. Quicklime: dry material consisting of calcium oxide furnished in either of two 14 grades: 15 a. Grade DS — grade of "pebble" quicklime suitable for use in the preparation of 16 slurry for wet placing. 17 18 b. Grade S — finely graded quicklime for use only in the preparation of slurry for wet placing. 19 B. Reference Standards 20 I. Reference standards cited in this specification refer to the current reference standard 21 published at the time of the latest revision date logged at the end of this 22 specification, unless a date is specifically cited. 23 2. ASTM International (ASTM): 24 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 25 Soil Using Standard Effort (12 400 ft-Ibf/ft3 (600 kN-m/m3)) 26 b. D6938, Standard Test Method for In -Place Density and Water Content of Soil 27 and Soil -Aggregate by Nuclear Methods (Shallow Depth) 42 2. Submit delivery tickets, certified by supplier, that include weight with each bulk 43 delivery of lime to the site. 28 3. Texas Department of Transportation (TXDOT): 29 a. Tex-101-E, Preparing Soil and Flexible Base Materials for Testing 30 b. Tex-140-E, Measuring Thickness of Pavement Layer 31 c. Tex-600-J, Sampling and Testing of Hydrated Lime, Quicklime and 32 Commercial Lime Slurry 33 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 34 1.5 ACTION SUBMITTALS [NOT USED] 35 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 36 1.7 CLOSEOUT SUBMITTALS !NOT USED] 37 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 38 1.9 QUALITY ASSURANCE [NOT USED] 39 1.10 DELIVERY AND STORAGE 40 A. Truck Delivered Lime 4I 1. Each truck ticket shall bear the weight of lime measured on certified scales. CITY Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Projeet No. 01233 321129-3 LIME TREATED BASE COURSES Page 3 of 9 I 1.11 SITE CONDITIONS 2 A. Start lime application only when the air temperature is at least 35°F and rising or is at 3 least 40°F. Measure temperature in the shade and away from artificial heat. 4 B. Suspend application when the City determines that weather conditions are unsuitable. 5 1.12 WARRANTY [NOT USED] 6 PART 2- PRODUCTS 7 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 8 2.2 MATERIALS 9 A. General l0 1. Furnish uncontaminated materials of uniform quality that meet the requirements of l I the plans and specifications. 12 2. Notify the City of the proposed material sources and of changes to material sources. 13 3. Obtain verification from the City that the specification requirements are met before 14 using the sources. 15 4. The City may sample and test project materials at any time before compaction. 16 B. Lime 17 1. Hydrated Lime 18 a. pumpable suspension of solids in water 19 b. solids portion of the mixture when considered as a basis of "solids content," 20 shall consist of principally hydrated lime of a quality and fineness sufficient to 21 meet the chemical and physical requirements. 22 2. Dry Lime: Do not use unless approved by City. 23 3. Quicklime 24 a. Use quicklime only when specified by the City. 25 b. dry material consisting of essentially calcium oxide. 26 c. Furnished in either of two grades: 27 I) Grade DS 28 2) Grade S 29 4. Furnish lime that meets the following requirements 30 a. Chemical Requirements 3 l Tab e 2 32 Lime Chemical Requirements Hydrated Lime Commercial Lime Slurry Quicldime Total "active" lime content, percent by weight 90.0 Min 87.0 Min Unhydrated lime content, percent by weight Ca() 5.0 Max 87.0 Min "Free Water" content, percent by weight water 5.0 Max Crl'Y OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 2 3 4 5 6 7 8 321129-4 LIME TREATED BASE COURSES Page 4 or9 b. Physical Requirements Table 3 Lime Physical Requir hydrated Lime Commercial Lime Slurry Quicklime Wet Sieve Requirement, As percentage by Weight Residue: Retained on No. 6 sieve 0.2 Max 0.2 Max 8.0 Maxi Retained on No. 30 sieve 4.0 Max 4.0 Max Dry Sieve Requirement, As percentage by Weight Residue: Retained on a I -in sieve 0.0 Retained on a 3/4 —in sieve 10.0 Max Retained on a No. 100 sieve Grade Ds — 80 Min Grade S — no limits Retained on a No. 6 sieve 'the 0.2 Max 0.2 Max 8.0 Maxi I amount total "active" lime co rent, as CaO, in the material retained on t exceed 2.0% by ncight of the original quicklime. le No. 6 sieve must not c. Slurry Grades Table 4 Lime Slurry Gr Minimum Dry Solids Contents by Percentage of the Slurry Grade 1 31 Grade 2 35 Grade 3 46 9 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32 10 11 26, for the type and grade shown on the plans, before the addition of lime. I I D. Water: Furnish water free of industrial wastes and other objectionable material. 12 E. Fill: See Section 31 23 23. 13 2.3 ACCESSORIES [NOT USED] 14 2.4 SOURCE QUALITY CONTROL [NOT USED] 15 PART 3 - EXECUTION 16 3.1 INSTALLERS [NOT USED] 17 3.2 EXAMINATION [NOT USED] 18 3.3 P1REPARATION 19 A. Shape the subgrade or existing base to conform to the typical sections shown on the 20 plans or as directed. 21 3.4 INSTALLATION 22 A. General 23 1. Produce a completed course of treated material containing: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street R Richardson Street City Project No. 01233 321129-5 LIME TREATED BASE COURSES Page 5 of9 1 a. uniform lime mixture, free from loose or segregated areas. 2 b. uniform density and moisture content. 3 c. well bound for full depth. 4 d. with smooth surface and suitable for placing subsequent courses. 5 2. Maximum layer depth of lime treatment in single layer: 8 inches. 6 3. For treated subgrade exceeding 8 inches deep, pulverize, apply lime, mix, compact 7 and finish in equal layers not exceeding 5 inches deep. 8 B. Equipment 9 I. General: Provide machinery, tools, and equipment necessary for proper execution 10 of the work. 11 2. Rollers: 12 a. The CONTRACTOR may use any type of roller to meet the production rates 13 and quality requirements of the Contract unless otherwise shown on the plans 14 or directed. 15 b. When specific types of equipment are required, use equipment that meets the 16 specified requirements. 17 c. Alternate Equipment. 18 1) Instead of the specified equipment, the CONTRACTOR may, as approved, 19 operate other compaction equipment that produces equivalent results. 20 2) Discontinue the use of the alternate equipment and furnish the specified 21 equipment if the desired results are not achieved. 22 d. City may require CONTRACTOR to substitute equipment if production rate 23 and quality requirements of the Contract are not met. 24 3. Storage Facility. Store quicklime and dry hydrated lime in closed, weatherproof 25 containers. 26 4. Slurry Equipment. 27 a. Use slurry tanks equipped with agitation devices to slurry hydrated lime or 28 quicklime on the project or other approved location. 29 b. The City may approve other slurrying methods. 30 c. Provide a pump for agitating the slurry when the distributor truck is not 31 equipped with an agitator. 32 5. Pulverization Equipment. 33 a. Provide pulverization equipment that: 34 I) cuts and pulverizes material uniformly to the proper depth with cutters that 35 plane to a uniform surface over the entire width of the cut, 36 2) provides a visible indication of the depth of cut at all times, and uniformly 37 mixes the materials. 38 C. Pulverization. 39 1. Pulverize or scarify existing material after shaping so that 100 percent passes a 2 40 1/2 inch sieve. 41 2. if the material cannot be uniformly processed to the required depth in a single pass, 42 excavate and windrow the material to expose a secondary grade to achieve 43 processing to plan depth. 44 D. Application of Lime. 45 I. Uniformly apply lime as shown on the plans or as directed. 46 2. Add lime at the percentage specified in plans. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 23 2. Hydrated lime exposed to the open air for 6 hours or more between application and 24 mixing, or that experiences excessive loss clue to washing or blowing, will not be 25 accepted for payment. 26 3. Thoroughly mix the material and lime using approved equipment. 30 6. Materials containing plastic clay or other materials that are not readily mixed with 31 lime shall be mixed as thoroughly as possible at the time of lime application, 32 brought to the proper moisture content and sealed with a pneumatic roller. 321129-6 LIME TREATED BASE COURSES Page 6 of 9 3. Apply lime only on an area where mixing can be completed during the same 2 working clay. 3 4. Minimize dust and scattering of lime by wind. Do not apply lime when wind 4 conditions, in the opinion of the City, cause blowing lime to become dangerous to 5 traffic or objectionable to adjacent property owners. 6 5. Slurry Placement. 7 a. Hydrated Lime 8 I) Mix Lime with water and apply slurry 9 2) Apply Type B, commercial lime slurry, with a Time percentage not less 10 applicable for grade used 11 3) Distribute lime at the rate shown on the plans 12 4) Make successive passes over a measured surface of roadway until the 13 proper moisture and lime content have been achieved. 14 b. Quicklime 15 I) Spread the residue for the Quicklime slurrying procedure uniformly over 16 the length of the roadway. 17 2) Residue is primarily inert material with little stabilizing value; however, 18 may contain a small amount of Quicklime particles that slake slowly. A 19 concentration of these particles could cause the compacted stabilized 20 material to swell during slaking. 21 E. Mixing. 22 1. Begin mixing within 6 hours of application of lime. 27 4. Mix until a homogeneous, triable mixture of material and lime is obtained, free 28 from all clods and lumps. 29 5. Do not mix greater than 1 inch deeper than the stabilization depth specified. 34 8. When pebble grade quicklime is used, allow the mixture to cure for 2 to 4 days. 33 7. Allow the mixture to cure for 72 hours or as directed by City. 38 11. After mixing, City will sample the mixture at roadway moisture and test in 39 accordance with Tex-101-E, Part III, to determine compliance with the gradation 40 requirements in Table 5. 35 9. Sprinkle the treated materials during the mixing and curing operation to achieve 36 adequate hydration and proper moisture content. 37 10. After curing, resume mixing until a homogeneous, friable mixture is obtained. 41 Table 5 42 Gra lation Reguiremeuts (Minimum % P: 43 Sieve Size Base 1-3/4 in. 100 3/4 in. 85 No.4 60 CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No, 01233 321129-7 LIME TREATED BASE COURSES Page 7 of 9 I P. Compaction. 2 1. General 3 a. Begin compaction immediately after final mixing. 4 b. Aerate and sprinkle as necessary to provide optimum moisture content. 5 c. Multiple lifts are permitted when shown on the plans or approved. 6 d. Bring each layer to the moisture content directed. 7 2. Rolling 8 a. Begin rolling longitudinally at the sides and proceed toward the center, 9 overlapping on successive trips by at least one-half the width of the roller unit. 10 b. On superelevated curves, begin rolling at the low side and progress toward the 1 l high side. 12 c. Offset alternate trips of the roller. 13 d. Operate rollers at a speed between 2 and 6 MPH or as directed. 14 e. Rework, recompact, and refinish material that fails to meet or that loses 15 required moisture, density, stability, or finish before the next course is placed or 16 the project is accepted. 17 1) Continue work until specification requirements are met. 18 2) Rework in accordance with Maintenance item of this Section. 19 f. Proof roll the lime treated base course in accordance with the following: 20 1) Proof Rolling 21 a) City Project Representative must be on -site during proof rolling 22 operations. 23 b) Use equipment that will apply sufficient Toad to identify soft spots that 24 rut or pump. 25 (1) Acceptable equipment includes fully loaded single -axle water truck 26 with a 1500 gallon capacity. 27 c) Make at least 2 passes with the proof roller (down and back = I pass). 28 d) Offset each trip by at most 1 tire width. 29 e) If an unstable or non -uniform area is found, correct the area. 30 2) Correct 31 a) Soft spots that rut or pump greater than 3/4 inch. 32 b) Areas that are unstable or non -uniform. 33 3. Density Control 34 a. Compact until the entire depth of the mixture has achieved a uniform density of 35 not less than 95 percent of the maximum density as determined by ASTM 36 D698. 37 b. Moisture content: minus 2 to plus 4 optimum. 38 G. Maintenance 39 I. Maintain the completed soil lime base in good condition, satisfactory to the City as 40 to grade, crown and cross section until the overlaying or next course is constructed. 41 2. Keep surface of the compacted course moist until covered by other base or 42 pavement. 43 3. Reworking a Section. 44 a. When a section is reworked within 72 hours after completion of compaction, 45 rework the section to provide the required density. 46 b. When a section is reworked more than 72 hours after completion of 47 compaction, add additional lime at 25 percent of the percentage specified. art OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 321129-8 LIME TREATED BASE COURSES Page 8 of 9 8 3. Roll the clipped surface immediately with a pneumatic Tire roller until a smooth 9 surface is attained. 10 4. Add small amounts of water as needed during rolling. 25 Minim on Curing Requirements Before Placing Subsequent Courses' Untreated Material 1 c. Reworking includes loosening, adding material or removing unacceptable 2 material if necessary, mixing as directed, compacting, and finishing. 3 1-I. Finishing. 4 I. After completing compaction of the final course, clip, skin, or tight -blade the 5 surface of the lime -treated material with a maintainer or subgrade trimmer to a 6 depth of approximately 1/4 inch. 7 2. Remove loosened material and dispose of at an approved location. 11 5. Shape and maintain the course and surface in conformity with the typical sections, 12 lines, and grades shown on the plans or as directed. 13 I. Curing. 14 I. Cure for the minimum number of clays shown in Table 6 and by finished pavement 15 type: 16 a. Concrete pavement: 17 1) Sprinkle with water l8 2) Maintain moisture during curing 19 3) Do not allow equipment on the finished course during curing except as 20 required for sprinkling. 21 b. Asphalt Pavement: 22 I) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 23 2) Do not allow equipment on the finished course during curing. 24 Table 6 33 2. City to measure density of lime treated base course in accordance with ASTM 34 D6938. 35 3. Spacing directed by City (I per block minimum). PI < 35 Curing (Days) 2 PI>35 5 I. Subject to the approval of the City. Proof rolling may be required as an indicator of adequate curing. 26 2. Begin paving operations or add courses within 14 calendar clays of final 27 compaction. 28 3.5 ]REPAIR]/]RESTORATION] [NOT USED] 29 3.6 RE -INSTALLATION NOT USED] 30 3.7 QUALITY CONTROL 31 A. Density Test 32 I. City Project Representative must be on site during density testing 36 4. City Project Representative determines density testing locations. 37 B. Depth Test 38 I. In -place depth will be evaluated for each 500-foot roadway section CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 GIP Contract SC hatcher Street R Richardson Street City Project No. 01233 321129-9 LIME TREATED BASE COURSES Page 9 of 9 2. Determine in accordance with Tex-(40-E in hand excavated holes. 2 3. For each 500-foot section, 3 phenolphthalein tests will be performed. 3 4. City Project Representative determines depth testing locations. 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 1 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WOR 11 STANDARD CONSI RUCION SPECIFIGCFION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 321313-I CONCRETE PAVING Page 1 of21 SECTION 32 13 13 2 CONCRETE PAVING 3 PART 1- GENERAL 12 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 13 Contract. 14 2. Division 1 - General Requirements. 4 1.1 SUMMARY 5 A. Section includes finished pavement constructed of portland cement concrete including 6 monolithically poured curb on the prepared subgrade or other base course. 7 B. Standard Details. 8 1. Reinforced Concrete Pavement Construction Details. 9 C. Deviations from City of Fort Worth Standards. 10 1. None. 11 D. Related Specification Sections include but are not necessarily limited to 15 3. Section 32 01 29 - Concrete Paving Repair. 16 4. Section 32 13 73 - Concrete Paving John Sealants. 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment. 19 1. Measurement: measured by the square yard of completed and accepted pavement in 20 its final position and measured from back of curb for various classes and 21 thicknesses. 22 2. Payment: based on the work performed and all materials furnished for concrete 23 paving. Subsidiary work and materials include: 24 a. shaping and fine grading the roadbed 25 b. furnishing and applying all water required 26 c. furnishing, loading and unloading, storing, hauling and handling all concrete 27 ingredients including all freight and royalty involved 28 cl. mixing, placing, finishing and curing all concrete 29 e. furnishing and installing all reinforcing steel 30 f. furnishing all materials and placing longitudinal, warping, expansion, and 31 contraction joints, including all steel dowels, dowel caps and Toad transmission 32 units required, wire and devices for placing, holding and supporting the steel 33 bar, load transmission units, and joint filler material in the proper position; for 34 coating steel bars where required by the plans 35 g. sealing joints 36 h. monolithically poured curb 37 i. all manipulations, labor, equipment, appliances, tools, and incidentals necessary 38 to complete the work. 39 1,3 REFERENCES 40 A. Reference Standards. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 32 13 13 - 2 CONCRETE PAVING Page 2 of 21 I I. Reference standards cited in this specification refer to the current reference standard 2 published at the time of the latest revision date logged at the end of this 3 specification, unless a date is specifically cited. 4 2. ASTM International (ASTM): 5 a. A615/A615M, Deformed and Plain Billet -Steel Bars for Concrete 6 Reinforcement 7 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 8 Field 9 c. C33, Concrete Aggregates 10 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete I I Specimens 12 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 13 Beams of Concrete 14 f. C94/C94M, Standard Specifications for Ready -Mixed Concrete 15 g. C 150, Portland Cement 16 h. C 156, Water Retention by Concrete Curing Materials 17 i. C172, Standard Practice for Sampling Freshly Mixed Concrete 18 j. C260, Air Entraining Admixtures for Concrete 19 k. C309, Liquid Membrane -Forming Compounds for Curing Concrete, Type 2 20 I. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" 21 m. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 22 Admixture in Concrete 23 n. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 24 Concrete 25 o. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 26 Cement Concrete 27 p. C1602, Standard Specification for Mixing Water Used in the Production of 28 Hydraulic Cement Concrete. 29 q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort 30 (12,400 ft-Ibf/ft3) 31 3. American Concrete Institute (ACI): 32 a. ACI 305.1-06 Specification for Hot Weather Concreting 33 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 34 c. AC1318 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 SUBMITTALS [NOT USED[ 37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 38 A. Mix Design: submit for approval. See Item 2.4.A. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract SC hatcher Street & Richardson Street City Project No. 01233 32 13 13 -3 CONCRETE PAVING Page 3 of 21 I 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED[ 5 1.11 FIELD CONDITIONS 6 A. Weather Conditions. 7 1. Place concrete when concrete temperature is between 40 and 100 degrees when 8 measured in accordance with ASTM C 1064 at point of placement. 9 2. Hot Weather Concreting 10 a. Take immediate corrective action or cease paving when the ambient 11 temperature exceeds 95 degrees. 12 b. Concrete paving operations shall be approved by the City when the concrete 13 temperature exceeds 100 degrees. See Standard Specification for Hot Weather 14 Concreting (ACI 305.1-06). 15 3. Cold Weather Concreting 16 a. Do not place when ambient temp in shade is below 40 degrees and falling. 17 Concrete may be placed when ambient temp is above 35 degrees and rising or 18 above 40 degrees. 19 b. Concrete paving operations shall be approved by the City when ambient 20 temperature is below 40 degrees. See Standard Specification for Cold Weather 21 Concreting (ACI 306.1-90). 22 B. Time: Place concrete after sunrise and no later than shall permit the finishing of the 23 pavement in natural light, or as directed by the City. 24 1.12 WARRANTY [NOT USED[ 25 PART2- PRODUCTS 26 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 27 2.2 MATERIALS 28 A. Cementitious Material: ASTM C150. 29 B. Aggregates: ASTM C33. 30 C. Water: ASTM C1602. 31 D. Admixtures: When admixtures are used, conform to the appropriate specification: 32 1. Air -Entraining Admixtures for Concrete: ASTM C260. 34 3. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: ASTM 35 C618. 36 E. Steel Reinforcement: ASTM A615. 37 F. Steel Wire Reinforcement: Not used for concrete pavement. 33 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." CITY OF FORT WORTt1 STANDARD CONSTRUCTION SPECIFICATION DOCUiN1ENTS Revised July 1, 2011 2008 CIP Contract 5C Ilatcher Street & Richardson Street City Project No. 01233 2 G. Dowels and Tie Bars. 1. Dowel and tie bars: ASTM A615. 32 13 13 -4 CONCRETE PAVING Page 4 of21 3 2. Dowel Caps. 4 a. Provide dowel caps with enough range of movement to allow complete closure 5 of the expansion joint. 6 b. Caps for dowel bars shall be of the length shown on the plans and shall have an 7 internal diameter sufficient to permit the cap to freely slip over the bar. 8 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, 9 and one end of the cap shall be rightly closed. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 3. Epoxy for Dowel and Tie Bars: ASTM C881. a. See following table for approved producers of epoxies and adhesives Pre -Qualified Producers of Epoxies and Adhesives Product Name Producer Concresive 1420 BASF HTE-50 Hilti T 308 + Powers Fasteners P E 1000+ Powers Fasteners C-6 Ramset-Redhead Epson G-5 Ranrset-Redhead Pro-Poxy-300 Fast Tube Unitex Shep-Poxy Tx111 CMC Construction Services Ultrabond 1300 Tubes Adhesives Technology Ultrabone 2300 N.S. A-22-2300 Slow Set Adhesives Technology Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie E'I'22 Simpson Strong Tie SET 22 Simpson Strong "fie SpecPoxy 3000FS SpecChem b. Epoxy Use, Storage and Handling. I) Package components in airtight containers and protect from light and moisture. 2) Include detailed instructions for the application of the material and all safety information and warnings regarding contact with the components. 3) Epoxy label requirements a) Resin or hardener components; b) Brand name; c) Name of manufacturer; d) Lot or batch number; e) Temperature range for storage; 0 Date of manufacture cur OF FOR"r woRrtl STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 32 13 13 -5 CONCRETE PAVING Page 5 of21 17 2. Bar chairs may be made of metal (free of rust), precast mortar or concrete blocks or 18 plastic. 19 3. For approval of plastic chairs, representative samples of the plastic shall show no 20 visible indications of deterioration after immersion in a 5-percent solution of 21 sodium hydroxide for 120-hours. 22 4. Bar chairs may be rejected for failure to meet any of the requirements of this 23 specification. 24 I. Joint Filler. 25 I. Joint filler is the material placed in concrete pavement and concrete structures to 26 allow for the expansion and contraction of the concrete. 27 2. Wood Boards: Used as joint filler for concrete paving. 28 a. Boards for expansion joint filler shall be of the required size, shape and type 29 indicated on the plans or required in the specifications. 30 1) Boards shall be of selected stock of redwood or cypress. The boards shall 31 be sound heartwood and shall be free from sapwood, knots, clustered 32 birdseyes, checks and splits. 33 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall 34 be sufficiently rigid to permit ease of installation. 35 3) Boards shall be furnished in lengths equal to the width between 36 longitudinal joints, and may be furnished in strips or scored sheet of the 37 required shape. 38 3. Dimensions. The thickness of the expansion joint tiller shall be shown on the plans; 39 the width shall be not less than that shown on the plans, providing for the top seal 40 space. g) Expiration date; and 2 h) Quantity contained 3 4) Store epoxy and adhesive components at temperatures recommended by the 4 manufacturer. 5 5) Do not use damaged or previously opened containers and any material that 6 shows evidence of crystallization, lumps skinning, extreme thickening, or 7 settling of pigments that cannot be readily dispersed with normal agitation. 8 6) Follow sound environmental practices when disposing of epoxy and 9 adhesive wastes. 10 7) Dispose of all empty containers separately. 11 8) Dispose of epoxy by completely emptying and mixing the epoxy before 12 disposal 13 H. Reinforcement Bar Chairs. 14 1. Reinforcement bar chairs or supports shall be of adequate strength to support the 15 reinforcement bars and shall not bend or break under the weight of the 16 reinforcement bars or CONTRACTOR'S personnel walking on the reinforcing bars. 41 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the 42 requirements of this specification. 43 J. Joint Sealants. Provide John Sealants in accordance with Section 32 13 73. 44 K. Curing Materials. 45 I. Membrane -Forming Compounds. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 32 13 13 -6 CONCRETE PAVING Page 6 of 21 1 a. Conform to the requirements of ASTM C309, Type 2, white pigmented 2 compound and be of such nature that it shall not produce permanent 3 discoloration of concrete surfaces nor react deleteriously with the concrete. 4 b. The compound shall produce a firm, continuous uniform moisture -impermeable 5 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 6 concrete. 7 c. It shall, when applied to the damp concrete surface at the specified rate of 8 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 9 normal conditions suitable for concrete operations. 10 d. It shall adhere in a tenacious film without running off or appreciably sagging. 11 e. It shall not disintegrate, check, peel or crack during the required curing period. 12 f. The compound shall not peel or pick up under traffic and shall disappear from 13 the surface of the concrete by gradual disintegration. 14 g. The compound shall be delivered to the job site in the manufacturer's original 15 containers only, which shall be clearly labeled with the manufacturer's name, 16 the trade name of the material and a batch number or symbol with which test 17 samples may be correlated. 18 h. When tested in accordance with ASTM C156 Water Retention by Concrete 19 Curing Materials, the liquid membrane -forming compound shall restrict the loss 20 of water present in the test specimen at the time of application of the curing 21 compound to not more than 0.01-oz.-per-2 inches of surface. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL 24 A. Mix Design 25 1. Concrete Mix Design and Control. 26 a. At least 10 calendar days prior to the start of concrete paving operations, the 27 CONTRACTOR shall submit a design of the concrete mix it proposes to use 28 and a full description of the source of supply of each material component. 29 b. The design of the concrete mix shall produce a quality concrete complying with 30 these specifications and shall include the following information: 31 1) Design Requirements and Design Summary. 32 2) Material source. 33 3) Dry weight of cement/cu. yd. and type. 34 4) Dry weight of fly ash/cu. yd. and type, if used. 35 5) Saturated surface dry weight of fine and coarse aggregates/cu. yd. 36 6) Design water/cu. yd. 37 7) Quantities, type, and name of admixtures with manufacturer's data sheets. 38 8) Current strength tests or strength tests in accordance with ACI 318. 39 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates 40 and date of tests. 41 10) Fineness modulus of fine aggregate. 42 11) Specific Gravity and Absorption Values of fine and coarse aggregates. 43 12) L.A. Abrasion of coarse aggregates. 44 c. Once mix design approved by City, maintain intent of mix design and maximum 45 water to cement ratio. 46 d. No concrete may be placed on the job site until the mix design has been 47 approved by the City. 48 2. Quality of Concrete. MY or PORT woirrii STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Projeet No. 01233 32 13 13 -7 CONCRETE PAVING Page 7 of21 a. Consistency. 2 I) In general, the consistency of concrete mixtures shall be such that: 3 a) mortar shall cling to the coarse aggregate, 4 b) aggregate shall not segregate in concrete when it is transported to the 5 place of deposit, 6 c) concrete, when dropped directly from the discharge chute of the mixer, 7 shall flatten out at the center of the pile, but the edges of the pile shall 8 stand and not flow, 9 d) concrete and mortar shall show no free water when removed from the 10 mixer, 11 e) concrete shall slide and not flow into place when transported in metal 12 chutes at an angle of 30 degrees with the horizontal, and 13 t) surface of the finished concrete shall be free from a surface film or 14 laitance. 15 2) When field conditions are such that additional moisture is needed for the 16 final concrete surface finishing operation, the required water shall be 17 applied to the surface by hand sprayer only and be held to a minimum 18 amount. 19 3) The concrete shall be workable, cohesive, possess satisfactory finishing 20 qualities and be of the stiffest consistency that can be placed and vibrated 21 into a homogeneous mass. 22 4) Excessive bleeding shall be avoided. 23 5) ff the strength or consistency required for the class of concrete being 24 produced is not secured with the minimum cement specified or without 25 exceeding the maximum water/cement ratio, the CONTRACTOR may use, 26 or the City may require, an approved cement dispersing agent (water 27 reducer); or the CONTRACTOR shall furnish additional aggregates, or 28 aggregates with different characteristics, or the CONTRACTOR may use 29 additional cement in order to produce the required results. 30 6) The additional cement may be permitted as a temporary measure, until 31 aggregates are changed and designs checked with the different aggregates 32 or cement dispersing agent. 33 7) The CONTRACTOR is solely responsible for the quality of the concrete 34 produced. 35 8) The City reserves the right to independently verify the quality of the 36 concrete through inspection of the batch plant, testing of the various 37 materials used in the concrete and bycasting 38 and testing concrete cylinders or beams on the concrete actually incorporated in the pavement. 39 b. Standard Class. 40 I) Unless otherwise shown on the plans or detailed specifications, the standard 41 class for concrete paving for streets and alleys is shown in the following 42 table. 43 CITY of PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 1 Standard Classes of Pavement Concrete 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 32 13 13 -8 CONCRETE PAVING Page 8 of 21 Class of Concrete' Minimum Cementitious, Lb./CY 28 Day Min. Compressive, Strength2 psi Maximum Water/ Cementitious, Ratio Course Aggregate Maximum Size inch P 517 3600 0.49 1-1/2 H 564 4500 0.45 1-1/2 I. All exposed horizontal coot( ete shall have entrained -air. 2. Minimum Compressive Stre lgth Required. 2) Machine -Laid concrete: Class P 3) Hand -Laid concrete: Class H. c. High Early Strength Concrete (HES). 1) When shown on the plans or allowed, provide Class HES concrete for very early opening of pavements area or leaveouts to traffic. 2) Design class HES to meet the requirements of class specified for concrete pavement and a minimum compressive strength of 2,600 psi in 24 hours, unless other early strength and time requirements are shown on the plans allowed. 3) No strength overdesign is required. •d Classes of Pavement Concrete Class of Concrete' Minimum Cementitious Lb./CY 28 Day Min. Compressive Strength2 psi Maximum Water/ Cementitious Ratio Course Aggregate Maximum Size, inch HES 564 4500 0.45 1-1/2 d. Slump. 1) Slump requirements for pavement and related concrete shall be as specified in the following table. • etc Pavement Slump Requirements Concrete Use Recommended Design and Placement Slump, inch Maximum Acceptable Placement Slump, inch Slip-Form/Form-Riding Paving 1-1/2 3 Eland Formed Paving 4 5 Sidewalk, Curb and Gutter, Concrete Valley Gutter and Other Miscellaneous Concrete 4 5 2) No concrete shall be permitted with slump in excess of the maximums shown. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFIC/ Revised July I, 2011 ION DOCUMENTS 2008 CIP Contract SC I lalcher Street & Richardson Street City Project Na 01233 32 13 13 -9 CONCRETE PAVING Page 9 of21 3) Any concrete mix failing to meet the above consistency requirements, 2 although meeting the slump requirements, shall be considered 3 unsatisfactory, and the mix shall be changed to correct such unsatisfactory 4 conditions. 12 2. The equipment shall include spreading devices (augers), internal vibration, 13 tamping, and surface floating necessary to finish the freshly placed concrete in such 14 a manner as to provide a dense and homogeneous pavement. 15 3. Machine -Laid Concrete Pavement 16 a. Fixed -Form Paver. Fixed -form paving equipment shall be provided with forms 17 that are uniformly supported on a very firm subbase to prevent sagging under 18 the weight of machine. 19 b. Slip -Form Paver. 20 1) Slip -form paving equipment shall be provided with traveling side forms of 21 sufficient dimensions, shape and strength so as to support the concrete 22 laterally for a sufficient length of time during placement. 23 2) City may reject use of Slip -Form Paver if paver requires over -digging and 24 impacts trees, mailboxes or other improvements. 25 4. I -land -Laid Concrete Pavement 26 a. Machines that clo not incorporate these features, such as roller screeds or 27 vibrating screeds, shall be considered tools to be used in hand -laid concrete 28 construction, as slumps, spreading methods, vibration, and other procedures are 29 more common to hand methods than to machine methods. 30 5. City may reject equipment and stop operation if equipment does not meet 31 requirements. 5 PART 3- EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION ]NOT USED] 9 3.4 INSTALLATION 10 A. Equipment 11 1. All equipment necessary for the construction of this item shall be on the project. 32 B. Concrete Mixing and Delivery 33 1. Transit Hatching: shall not be used — onsite mixing not permitted 34 2. Ready Mixed Concrete 35 a. The concrete shall be produced in an approved method conforming to the 36 requirements of this specification and ASTM C94/C94M.City shall have access 37 ready mix to get samples of materials. 38 b. City shall have access to ready mix plant to obtain material samples. 39 c. When ready -mix concrete is used, sample concrete per ASTM C94 Alternate 40 Procedure 2: 41 1) As the mixer is being emptied, individual samples shall be taken after the 42 discharge of approximately 15% and 85% of the load. CITY of FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 32 13 13 - 10 CONCRETE PAVING Page 10 of 21 I 2) The method of sampling shall provide that the samples are representative of 2 widely separated portions, but not from the very ends of the batch. 3 d. The mixing of each batch, after all materials are in the drum, shall continue until 4 it produces a thoroughly mixed concrete of uniform mass as determined by 5 established mixer performance ratings and inspection, or appropriate uniformity 6 tests as described in ASTM C94. 7 e. The entire contents of the drum shall be discharged before any materials are 8 placed therein for the succeeding batch. 9 f. Retempering or remixing shall not be permitted. 10 3. Delivery. 11 a. Deliver concrete at an interval not exceeding 30 minutes or as determined by 12 City to prevent cold joint. 13 4. Delivery Tickets. 14 a. For all operations, the manufacturer of the concrete shall, before unloading, 15 furnish to the purchaser with each batch of concrete at the site a delivery ticket 16 on which is printed, stamped, or written, the following information to determine 17 that the concrete was proportioned in accordance with the approved mix design: 18 1) Name of concrete supplier. 19 2) Serial number of ticket. 20 3) Date. 21 4) Truck number. 22 5) Name of purchaser. 23 6) Specific designation of job (name and location). 24 7) Specific class, design identification and designation of the concrete in 25 conformance with that employed in job specifications. 26 8) Amount of concrete in cubic yards. 27 9) Time loaded or of first mixing of cement and aggregates. 28 10) Water added by receiver of concrete. 29 11) Type and amount of admixtures. 30 C. Subgrade 31 1. When manipulation or treatment of subgrade is required on the plans, the work 32 shall be performed in proper sequence with the preparation of the subgrade for 33 pavement. 34 2. The roadbed shall be excavated and shaped in conformity with the typical sections 35 and to the lines and grades shown on the plans or established by the City. 36 3. All holes, ruts and depressions shall be tilled and compacted with suitable material 37 and, if required, the subgrade shall be thoroughly wetted and reshaped. 38 4. Irregularities of more than 1/2 inch., as shown by straightedge or template, shall be 39 corrected. 40 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum 41 density as determined by ASTM D698. 42 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 43 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the 44 pavement to ensure its being in a firm and moist condition. 45 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution 46 of the work. CITY OF Fo12T WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract 5C Hateher Street & Richardson Street City Project No. 01233 321313-II CONCRETE PAVING Page 11 of21 1 9. The CONTRACTOR shall notify the City at least 24 hours in advance of its 2 intention to place concrete pavement. 3 10. After the specified moisture and density are achieved, the CONTRACTOR shall 4 maintain the subgrade moisture and density in accordance with this Section. 5 11. In the event that rain or other conditions may have adversely affected the condition 6 of the subgrade or base, additional tests may be required as directed by the City. 7 D. Placing and Removing Forms 8 1. Placing Forms 9 a. Forms for machine -laid concrete 10 1) The side forms shall be metal, of approved cross section and bracing, of a 11 height no less than die prescribed edge thickness of the concrete section, 12 and a minimum of 10 feet in length for each individual form. 13 2) Forms shall be of ample strength and staked with adequate number of pins 14 capable of resisting the pressure of concrete placed against them and the 15 thrust and the vibration of the construction equipment operating upon them 16 without appreciable springing, settling or deflection. 17 3) The forms shall be tree from warps, bends or kinks and shall show no 18 variation from the true plane for face or top. 19 4) Forms shall be jointed neatly and tightly and set with exactness to the 20 established grade and alignment. 21 5) Forms shall be set to line and grade at least 200 feet, where practicable, in 22 advance of the paving operations. 23 6) In no case shall the base width be less than 8 inches for a form 8 inches or 24 more in height. 25 7) Forms must be in firm contact with the subgrade throughout their length 26 and base width, 27 8) If the subgrade becomes unstable, forms shall be reset, using heavy stakes 28 or other additional supports may be necessary to provide the required 29 stability. 30 b. Forms for hand -laid concrete 31 1) Forms shall extend the full depth of concrete and be a minimum of I -1/2 32 inches in thickness or equivalent when wooden forms are used, or be of a 33 gauge that shall provide equivalent rigidity ancl strength when metal forms 34 are used. 35 2) For curves with a radius of less than 250 feet, acceptable flexible metal or 36 wood forms shall be used. 37 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line 38 shall be rejected, 39 2. Settling. When Forms settle over 1/8 inch under finishing operations, paving 40 operations shall be stopped the Forms reset to line and grade and the pavement then 41 brought to the required section and thickness. 42 3. Cleaning. Forms shall be thoroughly cleaned after each use. 43 4. Removal. 44 a. Forms shall remain in place until the concrete has taken its final set. 45 b. Avoid damage to the edge of the pavement when removing forms. 46 c. Repair damage resulting from form removal and honeycombed areas with a 47 mortar mix within 24 hours after form removal unless otherwise approvedl. urn' OF FORT WORM STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 GIP Contract SC !hatcher Street & Richardson Street City Project No. 01233 321313 -12 CONCRETE PAVING Page 12 of 21 I d. Clean joint face and repair honeycombed or damaged areas within 24 hours 2 after a bulkhead for a transverse construction joint has been removed unless 3 otherwise approved. 4 e. When forms are removed before 72 hours after concrete placement, promptly 5 apply membrane curing compound to the edge of the concrete pavement. 6 E. Placing Reinforcing Steel, Tie, and Dowel Bars 7 1. General. 8 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed 9 as shown on the plans. 10 b. All reinforcing steel shall be clean, free from rust in the form of loose or 11 objectionable scale, and of the type, size and dimensions shown on the plans. 12 c. Reinforcing bars shall be securely wired together at the alternate intersections 13 and all splices and shall be securely wired at each intersection dowel and load- 14 transmission unit intersected. 15 d. All bars shall be installed in their required position as shown on the plans. 16 e. The storing of reinforcing or structural steel on completed roadway slabs 17 generally shall be avoided and, where permitted, such storage shall be limited 18 to quantities and distribution that shall not induce excessive stresses. 19 2. Splices. 20 a. Provide standard reinforcement splices by lapping and tying ends. 21 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 22 the documents 23 3. Installation of Reinforcing Steel 24 a. All reinforcing bars and bar mats shall be installed in the slab at the required 25 depth below the finished surface and supported by and securely attached to bar 26 chairs installed on prescribed longitudinal and transverse centers as shown by 27 sectional and detailed drawings on the plans. 28 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown 29 on the plans and shall be approved by the City prior to extensive fabrication 30 c. After the reinforcing steel is securely installed above the subgrade as specified 31 in plans ancl as herein prescribed, no loading shall be imposed upon the bar 32 mats or individual bars before or during the placing or finishing of the concrete. 33 4. Installation of Dowel Bars 34 a. Install through the predrilled joint filler and rigidly support in true horizontal 35 and vertical positions by an assembly of bar chairs and dowel baskets. 36 b. Dowel Baskets. 37 1) The dowels shall be held in position exactly parallel to surface and 38 centerline of the slab, by a dowel basket that is left in the pavement. 39 2) The dowel basket shall hold each dowel in exactly the correct position so 40 firmly that the dowel's position cannot be altered by concreting operations. 41 c. Dowel Caps. 42 I) Install cap to allow the bar to move not less than 1-1/4 inch in either 43 direction. 44 5. Tie Bar and Dowel Placement. 45 a. Place at mid -depth of the pavement slab, parallel to the surface. 46 b. Place as shown on the plans. 47 6. Epoxy for Tie and Dowel Bar Installation 48 I) Epoxy bars as shown on the plans. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC I latcher Street & Richardson Street City Project Nu. 01233 321313 -13 CONCRETE PAVING Page 13 of 21 2) Use only drilling operations that do not damage the surrounding operations. 2 3) Blow out drilled holes with compressed air. 3 4) Completely fill the drilled hole with approved epoxy before inserting the tie 4 bar into the hole. 5 5) Install epoxy grout and bar at least 6 inches embedded into concrete. 6 F. Joints 7 I. Joints shall be placed where shown on the plans or where directed by the City. 8 2. The plane of all joints shall make a right angle with the surface of the pavement. 9 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 10 4. John Dimensions. I I a. The width of the joint shall be shown on the plans, creating the joint sealant 12 reservoir. 13 b. The depth of the joint shall be shown on the plans. 14 c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's 15 recommendations. 16 d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement 17 surface at the center of the joint. 18 5. Transverse Expansion Joints. 19 a. Expansion joints shall be installed perpendicularly to the surface and to the 20 centerline of the pavement at the locations shown on the plans, or as approved 21 by the City. 22 b. Joints shall be of the design width, and spacing shown on the plans, or as 23 approved by the City. 24 c. Dowel bars, shall be of the size and type shown on the plans, or as approved by 25 the City, and shall be installed at the specified spacing. 26 d. Support dowel bars with dowel baskets. 27 e. Dowels shall restrict the free opening and closing of the expansion join and 28 shall not make planes of weaknesses in the pavement. 29 f. Greased Dowels for Expansion Joints. 30 1) Coat dowels with a thin film of grease or other approved de -bonding 31 material. 32 2) Provide dowel caps on the lubricated end of each dowel bar. 33 g. Proximity to Existing Structures. When the pavement is adjacent to or around 34 existing structures, expansions joints shall be constructed in accordance with 35 the details shown on the plans. 36 6. Transverse Contraction Joints. 37 a. Contraction or dummy joints shall be installed at the locations and at the 38 intervals shown on the plans. 39 b. Joints shall be of the design width, and spacing shown on the plans, or as 40 approved by the City. 41 c. Dowel bars, shall be of the size and type shown on the plans, or as approved by 42 the City, and shall be installed at the specified spacing. 43 d. Joints shall be sawed into the completed pavement surface as soon after initial 44 concrete set as possible so that some raveling of the concrete is observed in 45 order for the sawing process to prevent uncontrolled shrinkage cracking. 46 e. Thejoints shall be constructed by sawing to a 1/4 inch width and to a depth of 47 1/3 inch (1/4 inch permitted if limestone aggregate used) of the actual 48 pavement thickness, or deeper if so indicated on the plans. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20 I I 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 321313 -14 CONCRETE PAVING Page 14 of 21 l f. Complete sawing as soon as possible in hot weather conditions and within a 2 maximum of 24 hours after saw cutting begins under cool weather conditions. 3 g. If sharp edge joints are being obtained, the sawing process shall be sped up to 4 the point where some raveling is observed. 5 h. Damage by blade action to the slab surface and to the concrete immediately 6 adjacent to the joint shall be minimized. 7 i. Any portion of the curing membrane which has been disturbed by sawing 8 operations shall be restored by spraying the areas with additional curing 9 compound. 10 7. Transverse Construction Joints. 11 a. Construction joints formed at the close of each day's work or when the placing 12 of concrete has been stopped for 30-minutes or longer shall be constructed by 13 use of metal or wooden bulkheads cut true to the section of the finished 14 pavement and cleaned. 15 b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material. 16 c. Longitudinal bars shall be held securely in place in a plane perpendicular to the 17 surface and at right angles to the centerline of the pavement. 18 d. Edges shall be rounded to 1/4 inch radius. 19 e. Any surplus concrete on the subgrade shall be removed upon the resumption of 20 the work. 21 8. Longitudinal Construction Joints. 22 a. Longitudinal construction joints shall be of the type shown on the plans. 23 9. Joint Filler. 24 a. Joint filler shall be as specified in 2.2.1 of the size and shape shown on the 25 plans. 26 b. Redwood Board joints shall be used for all pavement joints except for 27 expansion joints that are coincident with a butt joint against existing 28 pavements. 29 c. Boards with less than 25-percent of moisture at the time of installation shall be 30 thoroughly wetted on the job. 31 d. Green lumber of much higher moisture content is desirable and acceptable. 32 e. The joint filler shall be appropriately drilled to admit the dowel bars when 33 required. 34 f. The bottom edge of the filler shall extend to or slightly below the bottom of the 35 slab. The top edge shall be held approximately 1/2 inch below the finished 36 surface of the pavement in order to allow the finishing operations to be 37 continuous. 38 g. The joint filler may be composed of more than one length of board in the 39 length of joint, but no board of a length less than 6 foot may be used unless 40 otherwise shown on the plans. 41 h. After the removal of the side forms, the ends of the joints at the edges of' the 42 slab shall be carefully opened for the entire depth of the slab. 43 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details 44 and as specified in Section 32 13 73. Materials shall generally be handled and 45 applied according to the manufacturer's recommendations as specified in Section 46 32 13 73. 47 G. Placing Concrete CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICKTION DOCUMENTS Revised July I, 2011 2003 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 32 13 13 - 15 CONCRETE PAVING Page 15 or21 1. Unless otherwise specified in the plans, the finished pavement shall be constructed 2 monolithically and constructed by machined laid method unless impractical. 3 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 4 shall be distributed to the required depth and for the entire width of the pavement 5 by shoveling or other approved methods. 6 3. Any concrete not placed as herein prescribed within the time limits in the following 7 table will be rejected. Time begins when the water is added to the mixer. 8 Temperature —Time Re ui• 9 10 Concrete Temperature (at point of placement) 9 Max Time — minutes (no retarding agent) Max Time — minutes l (with retarding agent)' Non -Agitated Concrete All temperatures 45 45 Agitated Concrete Above 90°F Time may be reduced by City 75 Above 75°F thru 90°F 60 90 75°F and Below 60 120 11 4. Rakes shall not be used in handling concrete. 12 5. At the end of the day, or in case of unavoidable interruption or delay of more than 13 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 14 placed in accordance with 3.4.F.7 of this Section. 15 6. Honeycombing. 16 a. Special care shall be taken in placing and spading the concrete against the 17 forms and at all joints and assemblies so as to prevent honeycombing. 18 b. Excessive voids and honeycombing in the edge of the pavement, revealed by 19 the removal of the side forms, may be cause for rejection of the section of slab 20 in which the defect occurs. 21 H. Finishing 22 I. Machine. 23 a. 'Tolerance Limits. 24 t) While the concrete is still workable, it shall be tested for irregularities with 25 a 10 foot straightedge placed parallel to the centerline of the pavement so as 26 to bridge depressions and to touch all high spots. 27 2) Ordinates measured from the face of the straightedge to the surface of the 23 pavement shall at no place exceed 1/16 inch -per -foot from the nearest point 29 of contact. 30 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater 31 than 1/8 inch. 32 4) Any surface not within the tolerance limits shall be reworked and 33 refinished. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal July 1, 2011 2008 CIP Contract SC Katcher Street & Richardson Street City Project Na 01233 321313 -16 CONCRETE PAVING Page 16 of 21 1 b. Edging. 2 1) The edges of slabs and all joints requiring edging shall be carefully tooled 3 with an edger of the radius required by the plans at the time the concrete 4 begins to take its "set" and becomes non -workable. 5 2) All such work shall be left smooth and true to lines. 6 2. Hand. 7 a. Hand finishing permitted only in intersections and areas inaccessible to a 8 finishing machine. 9 b. When the hand method of striking off and consolidating is permitted, the 10 concrete, as soon as placed, shall be approximately leveled and then struck off 11 with screed bar to such elevation above grade that, when consolidated and 12 finished, the surface of the pavement shall be at the grade elevation shown on 13 the plans. 14 c. A slight excess of material shall be kept in front of the cutting edge at all times. 15 d. The straightedge and joint finishing shall be as prescribed herein. 16 1. Curing 17 1. The curing of concrete pavement shall be thorough and continuous throughout the 18 entire curing period. 19 2. Failure to provide proper curing as herein prescribed shall be considered as 20 sufficient cause for immediate suspension of the paving operations. 21 3. The curing method as herein specified does not preclude the use of any of the other 22 commonly used methods of curing, and the City may approve another method of 23 curing if so requested by the CONTRACTOR. 24 4. If any selected method of curing does not afford the desired results, the City shall 25 have the right to order that another method of curing be instituted. 26 5. After removal of the side forms, the sides of the slab shall receive a like coating 27 before earth is banked against them. 28 6. The solution shall be applied, under pressure with a spray nozzle, in such a manner 29 as to cover the entire surfaces thoroughly and completely with a uniform film. 30 7. The rate of application shall be such as to ensure complete coverage and shall not 31 exceed 20-square-yards-per-gallon of curing compound. 32 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free 33 from cracks or pinholes, and shall not disintegrate, check, peel or crack during the 34 curing period. 35 9. if for any reason the seal is broken during the curing period, it shall be immediately 36 repaired with additional sealing solution. 37 10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing 33 Materials, the curing compound shall provide a film which shall have retained 39 within the test specimen a percentage of the moisture present in the specimen when 40 the curing compound was applied according to the following. 41 I I. CONTRACTOR shall maintain and properly repair damage to curing materials on 42 exposed surfaces of concrete pavement continuously for a least 72 hours. 43 J. Monolithic Curbs 44 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried 45 back from the paving mixer, shall be placed within 20-minutes after being mixed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 2008 (:II' Contract SC Ilatcher Street & Richardson Street City Project No. 01233 3213 13- 17 CONCRETE PAVING Page 17 of 21 2. After the concrete has been struck off and sufficiently set, the exposed surfaces 2 shall be thoroughly worked with a wooden flat. 24 2. The extent and location of each leaveout required and a suitable crossover 25 26 connection to provide for traffic movements shall be determined in the field by the City. 27 3.5 REPAIR 3 3. The exposed edges shall be rounded by the use of an edging tool to the radius 4 indicated on the plans. 5 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 6 K. Alley Paving 7 1. Alley paving shall be constructed in accordance with the specifications for concrete 8 9 paving hereinbefore described, in accordance with the details shown on the plans, and with the following additional provisions: 10 a. Alley paving shall be constructed to the typical cross sections shown on the 11 plans. 12 b. Transverse expansion joints of the type shown on the plans shall be constructed 13 at the property line on each end of the alley with a maximum spacing of 600 14 feet. 15 c. Transverse contraction and dummy joints shall be placed at the spacing shown 16 on the plans. 17 d. Contraction and dummy joints shall be formed in such a manner that the 18 required joints shall be produced to the satisfaction of the City. 19 e. All joints shall be constructed in accordance with this specification and filled 20 in accordance with the requirement of Section 32 13 73. 21 L. Pavement Leaveouts 22 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 23 provided at location indicated on the plans or as directed by the City. 28 A. Repair of concrete pavement concrete shall be consistent with paving details and as 29 specified in Section 32 01 29. 30 3.6 RE -INSTALLATION [NOT USED] 31 3.7 SITE QUALITY CONTROL 32 A. Concrete Placement 33 I. Place concrete using a fully automated paving machine. Hand paving only 34 permitted in areas such as intersections where use of paving machine is not 35 practical 36 a. All concrete pavement not placed by hand shall be placed using a filly 37 automated paving machine as approved by the City. 38 b. Screeds will not be allowed except if approved by the City. 39 B. Testing of Materials. 40 1. Samples of all materials for test shall be made at the expense of the City, unless 41 otherwise specified in the special provisions or in the plans. ern, OF FORT WORTl1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C !Lacher Street & Richardson Street City Project No. 01233 321313 -18 CONCRETE PAVING Page 18 of 21 I 2. In the event the initial sampling and testing does not comply with the specifications, 2 all subsequent testing of the material in order to determine if the material is 3 acceptable shall be at the CONTRACTOR'S expense at the same rate charged by 4 the commercial laboratories. 5 3. All testing shall be in accordance with applicable ASTM Standards and concrete 6 testing technician must be ACI certified or equivalent. 7 C. Pavement Thickness Test. 8 1. Upon completion of the work and before final acceptance and final payment shall 9 be made, pavement thickness test shall be made by the City. 10 2. The number of tests and location shall be at the discretion of the City, unless 11 otherwise specified in the special provisions or on the plans. 12 3. The cost for the initial pavement thickness test shall be the expense of the City. 13 4. In the event a deficiency in the thickness of pavement is revealed during normal 14 testing operations, subsequent tests necessary to isolate the deficiency shall be at 15 the CONTRACTOR'S expense. 16 5. The cost for additional coring test shall be at the same rate charged by commercial 17 laboratories. 18 6. Where the average thickness of pavement in the area found to be deficient in 19 thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be 20 made at an adjusted price as specified in the following table. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Deficiency in Thickness Determined by Cores Inches Proportional Part Of Contract Price Allowed 0.00 — 0.20 100 percent 0.21 — 0.30 80 percent 0.31 — 0.40 70 percent 0.41 — 0.50 60 percent 7. Any area of pavement found deficient in thickness by more than 0.50 inch but not more than 0.75 inch or I/10 of the plan thickness, whichever is greater, shall be evaluated by the City. 8. If, in the judgment of the City the area of such deficiency should not be removed and replaced, there shall be no payment for the area retained. 9. If, in the judgment of the City, the area of such deficiency warrants removal, the area shall be removed and replaced, at the CONTRACTOR'S entire expense, with concrete of the thickness shown on the plans. 10. Any area of pavement found deficient in thickness by more than 0.75 inch or more than I/10 of the plan thickness, whichever is greater, shall be removed and replaced, at the CONTRACTOR'S entire expense, with concrete of the thickness shown on the plans. I I. No additional payment over the contract unit price shall be made for any pavement of a thickness exceeding that required by the plans. 37 D. Pavement Strength Test. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C hatcher Street & Richardson Street City I'roject No. 01233 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 E. Cracked Concrete Acceptance Policy. 3 35 2. If the recommended remedial work is routing and sealing of the cracks to protect the subgrade, the Inspector shall make the determination as to whether to rout and 36 37 seal the cracks at the time of final inspection and acceptance or at any time prior to 38 the end of the project maintenance period. The CONTRACTOR shall perform the 39 routing and sealing work as directed by the Project Inspector, at no cost to the City, regardless of the cause of the cracking. 9 4. If the 28 day test results indicate deficient strength, the CONTRACTOR may, 10 option and expense, core the pavement in question and have the cores tested by ans 1 I 12 approved laboratory, in accordance with ASTM C42 and ACI 318 protocol, except 13 the average of all cores must meet 100% of the minimum specified strength, with no individual core resulting in less than 90% of design strength, to override the 14 results of the cylinder tests. 5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not meet minimum specified strength, additional cores shall be taken to identify the limits of deficient concrete pavement at the expense of the CONTRACTOR. 6. Cylinders and/or cores must meet minimum specified strength. Pavement not meeting the minimum specified strength shall be subject to the money penalties or removal and placement at the CONTRACTOR'S expense as show in the following table. 4 2. After the cylinders have been cast, they shall remain on the job site and then 5 transported, moist cured, and tested b the City inaccordance with ASTM C31 and 32 13 13- 19 CONCRETE I'AVING Page 19 of 21 1. During the progress of the work the City shall provide trained technicians to cast 2 test cylinders for conforming to ASTM C3I, to maintain a check on the 3 compressive strengths of the concrete being placed. 7 3. In each set, one of the cylinders shall be tested at 7 clays, two cylinders shall be 8 tested at 28 clays, and one cylinder shall be held or tested at 56 days, if necessary. Percent Deficient Greater Than 0% - Not More Than 10% Greater Than 10% - Not More Than 15% Greater Than 15% Percent of Contract Price Allowed 90-percent 80-percent 0-percent or removed and replaced at the entire cost and expense of CONTRACTOR as directed by City 7. The amount of penalty shall be deduc ed from payment due to CONTRACTOR; such as penalty deducted is to defray the cost of extra maintenance. 8. The strength requirements for structures and other concrete work are not altered by the special provision. 9. No additional payment over the contract unit price shall be made for any pavement of strength exceeding that required by the plans and/or specifications. 31 32 I. If cracks exist in concrete pavement upon completion of the project, the Project Inspector shall make a determination as to the need for action to address the 33 cracking as to its cause and recommended remedial work. CITY OF PORT wolrril STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIP Contract 5C Ilateher Street & Richardson Street City Project No. 01233 32 13 13 - 20 CONCRETE PAVING Page 20 of 21 1 3. If remedial work beyond routing and sealing is determined to be necessary, the 2 inspector and the CONTRACTOR will attempt to agree on the cause of the 3 cracking. If agreement is reached that the cracking is due to deficient materials or 4 workmanship, the CONTRACTOR shall perform the remedial work at no cost to 5 the City. Remedial work in this case shall be limited to removing and replacing the 6 deficient work with new material and workmanship that meets the requirements of 7 the contract. 8 4. If remedial work beyond routing and sealing is determined to be necessary, and the 9 Inspector and the CONTRACTOR agree that the cause of the cracking is not 10 deficient materials or workmanship, the City may request the CONTRACTOR to 11 provide an estimate of the cost of the necessary remedial work and/or additional 12 work to address the cause of' the cracking, and the CONTRACTOR will perform 13 that work at the agreed -upon price if the City elects to do so. 14 5. If remedial work is necessary, and the Inspector and the CONTRACTOR cannot 15 agree on the cause of the cracking, the City may hire an independent geotechnical 16 engineer to perform testing and analysis to determine the cause of the cracking. 17 The contractor will escrow 50% of the proposed costs of the geotechnical contract 18 with the City. The CONTRACTOR and the City shall use the services of a 19 geotechnical firm acceptable to both parties. 20 6. If the geotechnical engineer determines that the primary cause of the cracking is the 21 CONTRACTOR'S deficient material or workmanship, the remedial work will be 22 performed at the CONTRACTOR'S entire expense and the CONTRACTOR will 23 also reimburse the City for the balance of the cost of the geotechnical investigation 24 over and above the amount that has previously been escrowed. Remedial work in 25 this case shall be limited to removing and replacing the deficient work with new 26 material and workmanship that meets the requirements of the contract. 27 7. If the geotechnical engineer determines that the primary cause of the cracking is not 28 the CONTRACTOR'S deficient material or workmanship, the City will return the 29 escrowed funds to the CONTRACTOR. The Contractor, on request, will provide 30 the City an estimate of the costs of the necessary remedial work and/or additional 31 work and will perform the work at the agreed -upon price as directed by the City. 32 3.8 SYSTEM STARTUP [NOT USED] 33 3.9 ADJUSTING [NOT USED] 34 3.10 CLEANING [NOT USED] 35 3.11 CLOSEOUT ACTIVITIES [NOT USED] 36 3.12 PROTECTION [NOT USED] 37 3.13 MAINTENANCE [NOT USED] 38 3.14 ATTACHMENTS [NOT USED] 39 40 END OF SECTION Revision Log CITY OF FORT woa ri 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 DATE NAME SUMMARY OF CHANGE 32 13 13 - 21 CONCRETE PAVING Page 21 of 21 CITY Y OF FORT WORT ! 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 2 321320-1 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 1 of SECTION 32 13 20 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Concrete sidewalks 7 2. Driveways 8 3. Barrier free ramps 9 B. Deviations from City of Fort Worth Standards 10 1. None l 1 C. Related Specification Sections include but are not necessarily limited to 12 I. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 13 Contract. 14 2. Division 1 - General Requirements. 15 3. Section 02 41 13 - Selective Site Demolition l6 4. Section 32 13 13 - Concrete Paving 17 5. Section 32 13 73 - Concrete Paving Joint Sealants 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Concrete sidewalk: measure by the square foot of completed and accepted 22 sidewalk in its final position by thickness and type. 23 b. Driveway: measure by the square foot of completed and accepted driveway in 24 its final position by thickness and type. 25 1) From back of projected curb, including the area of the curb radii and extend 26 to the limits specified in plans. 27 2) Sidewalk portion of chive included in driveway measurement 28 3) Curb on driveways included in driveway measurement. 29 c. Barrier tree ramps: measure by each unit of completed and accepted barrier 30 free ramp per type by width of connecting sidewalk including: 31 1) curb ramp 32 2) landing and detectable warning surface as shown on the plans. 33 3) adjacent flares or side curb 34 2. Payment: contract unit price bid for the work performed and all materials furnished. 35 Subsidiary work and materials include: 36 a. excavating and preparing the subgrade 37 b. furnishing and placing all materials 38 c. manipulation, labor, tools, equipment and incidentals necessary to complete the 39 work. 40 1.3 REFERENCES 41 A. Abbreviations and Acronyms CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hateher Street & Richardson Street City Project No. 01233 321320-2 CONCRETE SIDEWAI,KS, DRIVEWAYS AND BARRIER FREE RAMPS Page 2 of 5 1. TAS — Texas Accessibility Standards 2 2. TDLR —Texas Department of Licensing and Regulation 3 B. Reference Standards 4 1. American Society for Testing and Materials (ASTM) 5 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete 6 Construction (Non -extruding and Resilient Types) 7 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using 8 Standard Effort (12,400 fi-lbf/ft3) 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A. Mix Design: submit for approval. Section 32 13 13. 13 B. Product Data: submit product data and sample for pre -cast detectable warning for 14 barrier free ramp. 15 1.7 CLOSEOUT SUBMITTALS 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD CONDITIONS 20 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13. 21 1.12 WARRANTY [NOT USED] 22 PART 2- PRODUCTS 23 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 24 2.2 EQUIPMENT AND MATERIALS 25 A. Forms: wood or metal straight, free from warp and of a depth equal to the thickness of 26 the finished work. 27 B. Concrete: see Section 32 13 13. 28 1. Unless otherwise shown on the plans or detailed specifications, the standard class 29 for concrete sidewalks, driveways and barrier free ramps is shown in the following 30 table. 31 Standard Classes of Pavement Concrete 32 Class of Concrete' Minimum Cementitious, Lb./CY 28 Day Min. Compressive Strength2 psi Maximum Water/ Cementitious Ratio Course Aggregate Maximum Size, inch A 470 3000 0.58 1-1/2 33 C. Reinforcement: see Section 32 13 13. CITY 01' PORT woaTU STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CH' Contract 5C Hatcher Street & Richardson Street City Project No. 01233 1 2 321320-3 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 3 of 5 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed bars at 18 inches on -center -both -ways at the center plane of all slabs. 3 D. Joint Filler. 4 1. Wood Filler: see Section 32 13 13. 5 2. Pre -Molded Asphalt Board Filler: 6 a. Use only in areas where not practical for wood boards. 7 b. Pre -molded asphalt board filler: ASTM D545. 8 c. Install the required size and uniform thickness and as specified in plans. 9 d. Include two liners of 0.016 asphalt impregnated kraft paper tilled with a mastic 10 mixture of asphalt and vegetable fiber and/or mineral filler. 11 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the plans. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPARATION 18 A. Surface Preparation 19 1. Excavation: Excavation required for the construction of sidewalks, driveways and 20 barrier free ramps shall be to the lines and grades as shown on the plans or as 21 established by the City. 22 2. Fine Grading 23 a. The CONTRACTOR shall do all necessary filling, leveling and fine grading 24 required to bring the subgrade to the exact grades specified and compacted to at 25 least 90 percent of maximum density as determined by ASTM D698. 26 b. Moisture content shall be within minus 2 to plus 4 of optimum. 27 c. Any over -excavation shall be repaired to the satisfaction of the City. 28 B. Demolition / Removal 29 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13. 30 3.4 INSTALLATION 31 A. General 32 I. Concrete sidewalks shall have a minimum thickness of 4 inches. 33 2. Sidewalks constructed in driveway approach sections shall have a minimum 34 thickness equal to that of driveway approach or as called for by plans and 35 specifications within the limits of the driveway approach. 36 3. Driveways shall have a minimum thickness of 6 inches. Standard cross -slopes for 37 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines. 38 The construction of the driveway approach shall include the variable height radius 39 curb in accordance with the plans and details. CrFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C I !atelier Street & Richardson Street City Project No. 01233 13 3. Provide exposed aggregate finish if specified. 14 4. Edge joints and sides shall with suitable tools. 15 F. Joints I6 I. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed 17 using redwood. 18 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50 19 foot intervals for 5 foot wide and greater sidewalk. 20 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete 21 driveways, curbs, formations, other sidewalks and other adjacent old concrete work. 22 Similar material shall be placed around all obstructions protruding into or through 23 sidewalks or driveways. 24 4. All expansion joints shall he 1/2 inch in thickness. 25 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 26 be finished to approximately a 1/2 inch radius with a suitable finishing tool, 33 2. Detectable warning sure ce shall be a minimum of 24-inch in depth in the direction 34 of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or 35 landing where the pedestrian access route enters the street. 32 13 20 -4 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 4 of 5 4. All pedestrian facilities shall comply with provisions of TAS including location, 2 slope, width, shapes, texture and coloring. Pedestrian facilities installed by the 3 CONTRACTOR and not meeting TAS must be removed and replaced to meet TAS 4 (no separate pay). 5 B. Forms: Forms shall be securely staked to line and grade and maintained in a true 6 position during the depositing of concrete. 7 C. Reinforcement: see Section 32 13 13. 8 D. Concrete Placement: see Section 32 13 13. 9 E. Finishing 10 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true, II even surface. 12 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 27 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 28 marking tool. 29 7. When sidewalk is against the curb, expansion joints shall match those in the curb. 30 G. Barrier Free Ramp 31 I. Furnish and install brick red color pre -cast detectable warning Dome -Tile, 32 manufactured by StrongGo Industries or approved equal by the City. 40 5. Install detectable warning surface according to manufacturer's instructions. 36 3. Locate detectable warning surface so that the edge nearest the curb line is a 37 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 38 curb. 39 4. Detectable warning Dome -Tile surface may be curved along the corner radius. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 321320-5 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 5 of 5 1 3.5 [REPAIR]/[RESTORATION] [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 C11' Contract 5C Hatcher Street & Richardson Street City Project No. 01233 321373-1 CONCRETE PAVING JOINT SEALANTS Page 1 of4 SECTION 32 13 73 2 CONCRETE PAVING JOINT SEALANTS 3 PARTI- GENERAL 4 1.1 SUMMARY 12 I. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 13 Contract. 14 2. Division I - General Requirements. 15 3. Section 32 13 13 - Concrete Paving. 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment. 18 I. Measurement: when specified in the plans to be a pay item, measure by the linear 19 foot of completed and accepted joint sealant. 5 A. Section Includes 6 1. Specification for silicone joint sealing for concrete pavement and curbs. 7 B. Standard Detail 8 I. Typical Street Construction Details 9 C. Deviations from City of Fort Worth Standards 10 I. None 11 D. Related Specification Sections include but are not necessarily limited to 20 2. Payment: Unless otherwise specified on plans, the work performed and materials 21 furnished as required in this Section will not be paid for directly but will be 22 subsidiary to other bid items. 23 1.3 REFERENCES 24 A. Reference Standards 25 1. ASTM International (ASTM): 26 a. D5893, Standard Specification for Cold Applied, Single Component, 27 Chemically Curing Silicone Joint Sealant for Portland Cement Concrete 28 Pavements 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED[ 30 1.5 ACTION SUBMITTALS [NOT USED[ 3( 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Test and Evaluation Reports 33 I. Prior to installation, furnish certification by an independent testing laboratory (hat 34 the silicone joint sealant meets the requirements of this Section. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 2008 CII' Contract SC Hatcher Street & Richardson Street City Project No. 01233 32 13 73-2 CONCRETE PAVING JOINT SEALANTS Page 2 of 4 2. Submit verifiable documentation that the manufacturer of the silicone joint sealant 2 has a minimum two-year demonstrated, documented successful field performance 3 with concrete pavement silicone joint sealant systems. 4 1.7 CLOSEOUT SUBMITTALS INOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD CONDITIONS 9 A. Do not apply joint sealant when the air and pavement temperature is less than 35°F 10 B. Concrete surface must be clean, dry and frost free. 11 C. Do not place sealant in an expansion -type joint if surface temperature is below 35°F or 12 above 90°F. 13 1.12 WARRANTY [NOT USED] 14 PART2- PRODUCTS 15 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 16 2.2 MATERIALS & EQUIPMENT 17 A. Materials 18 1. Joint Sealant: ASTM D5893. 19 2. Joint Filler, Backer Rod and Breaker Tape 20 a. The joint filler sop shall be of a closed cell expanded polyethylene foam backer 21 rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. 22 b. The back rod and breaker tape shall be installed in the saw -cut joint to prevent 23 the joint sealant from flowing to the bottom of the joint. 24 c. The backer rod and breaker tape shall be compatible with the silicone joint 25 sealant and no bond or reaction shall occur between them. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3- EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 INSTALLATION 33 A. General. CITY co PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Botcher Street & Richardson Street City Project No. 01233 6 4. See plans for the various joint details with their respective dimensions. 7 B. Equipment 8 1. Provide all necessary equipment and keep equipment in a satisfactory working 9 condition. 10 2. Equipment shall be inspected by the OWNER prior to the beginning of the work. 321373-3 CONCRETE PAVING JOINT SEALANTS Page 3 of4 1. The silicone sealant shall be cold applied. 2 2. Allow concrete to cure for a minimum of 7 days to ensure it has sufficient strength 3 prior to sealing joints. 4 3. Perform joint reservoir saw cutting, cleaning, bond breaker installation, and joint 5 sealant placement in a continuous sequence of operations. I 1 3. The minimum requirements for construction equipment shall be as follows: 12 a. Concrete Saw. The sawing equipment shall be adequate in size and power to 13 complete the joint sawing to the required dimensions. 14 b. Air Compressors. The delivered compressed air shall have a pressure in excess 15 of 90 psi and shall be suitable for the removal of all free water and oil from the 16 compressed air. 17 c. Extrusion Pump. The output shall be capable of supplying a sufficient volume 18 of sealant to the joint. 19 d. Injection Tool. This mechanical device shall apply the sealant uniformly into 20 the joint. 21 e. Sandblaster. The design shall be for commercial use with air compressors as 22 specified in this Section. 23 f. Backer Rod Roller and Tooling Instrument. These devices shall be clean and 24 free of contamination. They shall be compatible with the joint depth and width 25 requirements. 26 C. Sawing Joints: see Section 32 13 13. 27 D. Cleaning joints 28 1. Dry saw in one direction with reverse cutting blade Then sand blast. 29 2. Use compressed air to remove the resulting dust from the joint. 30 3. Sandblast joints after complete drying. 31 a. Attach nozzle to a mechanical aiming device so that the sand blast will be 32 directed at an angle of 45 degrees and at a distance of I to 2 inches from the 33 face of the joint. 34 b. Sandblast both joint faces sandblasted in separate, one directional passes. 35 c. When sandblasting is complete, blow-out using compressed air. 36 d. The blow tube shall fit into the joints. 37 4. Check the blown joint for residual dust or other contamination. 38 a. If any crust or contamination is found, repeat sandblasting and blowing until the 39 joint is cleaned. 40 b. Do not use solvents to remove stains and contamination. 41 5. Place the bond breaker and sealant in the joint immediately upon cleaning. 42 6. Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of 43 the joint sealant. 44 7. Do not leave open, cleaned joints unsealed overnight. 45 E. John Sealant CITY OF FORT NORTEI STANDARD CONSTRUCTION SPECIFICATION DOCUNIENI'S Revised July 1, 2011 2008 CIP Contract SC Buteller Street & Richardson Street City Project No. 01233 321373-4 CONCRETE PAVING JOINT SEALANTS Page 4 of 4 1. Apply the joint sealant upon placement of the bond breaker rod and tape, using the 2 mechanical injection tool. 3 2. Do not seal joints unless they are clean and dry. 4 3. Remove and discard excess sealant left on the pavement surface. 5 a. Do not excess use to seal the joints. 6 4. The pavement surface shall present a clean final condition as determined by City. 7 5. Do not allow traffic on the fresh sealant until it becomes tack -free. 8 F. Approval ofJoints 9 1. The City may request a representative of the sealant manufacturer to be present at 10 the job site at the beginning of the final cleaning and sealing of joints. 1 a. The representative shall demonstrate to the CONTRACTOR and the City the 12 acceptable method for sealant installation. 13 b. The representative shall approve the clean, dry joints before the sealing 14 operation commences. 15 3.5 (REPAIR]/[RESTORATION] [NOT USED] 16 3.6 RE -INSTALLATION [NOT USED] 17 3.7 FIELD QUALITY CONTROL [NOT USED] I8 3.8 SYSTEM STARTUP [NOT USED] 19 3.9 ADJUSTING [NOT USED] 20 3.10 CLEANING [NOT USED] 21 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACHMENTS [NOT USED] 25 26 27 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CItY OF FORT WORrit STANDARD CONSTRUCTION SPECIFICATION DOCUNIEN FS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 1 2 3 321613-1 CONCRETE CURn AND GUTTERS AND VALLEY GUTTERS Page 1 of 5 SECTION 32 1613 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes 7 1. Concrete Curbs and Gutters 8 2. Concrete Valley Gutters 9 B. Standard Detail 10 1. Typical Street Construction Details I I C. Deviations from City of Fort Worth Standards 12 1. None 13 D. Related Specification Sections include but are not necessarily limited to 14 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 15 2. Division I - General Requirements 16 3. Section 02 41 13 - Selective Site Demolition 17 4. Section 32 13 13 - Concrete Paving 18 5. Section 32 13 73 - Concrete Paving Joint Sealants 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 I. Measurement 22 a. Concrete Curb and Gutter: measure by the linear foot of the height specified 23 complete and in place. 24 b. Concrete Valley Gutter: measure by the square yard per thickness complete and 25 in place. 26 2. Payment: contract unit price bid for the work performed and all materials furnished. 27 a. Subsidiary work and materials include: 28 1) preparing the subgrade 29 2) furnishing and placing all materials, including foundation course, 30 reinforcing steel, and expansion material . 31 3) all manipulation, labor, tools, equipment, and incidentals necessary to 32 complete the work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street R Richardson Street City Project No. 01233 32 16 13 -2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 2 of 5 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 ACTION SUBMITTALS [NOT USED] 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD CONDITIONS 10 A. Weather Conditions: see Section 32 13 13. 11 1.12 WARRANTY [NOT USEDI 12 PART2- PRODUCTS 13 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 14 2.2 EQUIPMENT AND MATERIALS 15 A. Forms: see Section 32 13 13. 16 B. Concrete: see Section 32 13 13. 17 C. Reinforcement: see Section 32 13 13. 18 D. Joint Filler. 19 I. Wood Filler: see Section 32 13 13. 20 2. Pre -Molded Asphalt Board Filler: 21 a. Use only in areas where not practical for wood boards. 22 b. Pre -molded asphalt board filler: ASTM D545. 23 c. Install the required size and uniform thickness and as specified in plans. 24 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic 25 mixture of asphalt and vegetable fiber and/or mineral filler. 26 E. Expansion Joint Sealant: see Section 32 13 73. CITY or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street C Richardson Street City Project No. 01233 321613-3 CONCRETE CURB AND GU FERS AND VALLEY GUTTERS Page 3 of 5 I 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION 7 A. Demolition / Removal: See Section 02 41 13. 8 3.4 INSTALLATION 9 A. Forms 10 1. Extend forms the full depth of concrete. I I 2. Wood forms: minimum of 1-1/2 inches in thickness. 12 3. Metal Forms: a gauge that shall provide equivalent rigidity and strength. 13 4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet. 14 5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be 15 rejected. 16 B. Reinforcing Steel. 17 1. Place all necessary reinforcement for City approval prior to depositing concrete. 18 2. All steel must be free from paint and oil and all loose scale, rust, dirt and other 19 foreign substances. 20 3. Remove foreign substances from steel before placing. 21 4. Wire all bars at their intersections and at all laps or splices. 22 5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches, whichever is 23 greater. 24 C. Concrete Placement 25 I. Deposit concrete to maintain a horizontal surface. 26 2. Work concrete into all spaces and around any reinforcement to form a dense mass 27 free from voids. 28 3. Work coarse aggregate away from contact with the forms 29 4. Hand -Laid Concrete — Curb and gutter. 30 a. Shape and compact subgrade to the lines, grades and cross section shown on the 31 plans. 32 b. Lightly sprinkle subgrade material immediately before concrete placement. 33 c. Deposit concrete into Forms. 34 d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the 35 finished curb unless otherwise approved. 36 5. Machine -Laid Concrete —Curb and Gutter. 37 a. Hand -tamp and sprinkle subgrade material before concrete placement. 38 b. Provide clean surfaces for concrete placement. 39 c. Place the concrete with approved self-propelled equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 32 16 13-4 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 4 of 5 1) The forming tube of the extrusion machine or the form of the slipform 2 machine must easily be adjustable vertically during the forward motion of 3 the machine to provide variable heights necessary to conform to the 4 established gradeline. 5 d. Attach a pointer or gauge to the machine so that a continual comparison can be 6 made between the extruded or slipform work and the grade guideline. 7 e. Brush finish surfaces immediately after extrusion or slipforming. 8 6. Hand -Laid Concrete — Concrete Valley Gutter: see Section 32 13 13. 9 7. Expansion joints 10 a. Place expansion joints in the curb and gutter at 200-foot intervals and at 11 intersection returns and other rigid structures. 12 b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and 13 pavement joints to a depth of 1 '/a inches. 14 c. Place expansion joints at all intersections with concrete driveways, curbs, 15 buildings and other curb and gutters. 16 d. Make expansion joints no less than 1/2 inch in thickness, extending the full 17 depth of the concrete. 18 e. Make expansion joints perpendicular and at right angles to the face of the curb. 19 f. Neatly trim any expansion material extending above the finished to the surface 20 of the finished work. 21 g. Make expansion joints in the curb and gutter coincide with the concrete 22 expansion joints. 23 h. Longitudinal dowels across the expansion joints in the curb and gutter are 24 required. 25 i. Install 3 No. 4 round, smooth bars, 24 inches in length, for dowels at each 26 expansion joint. 27 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that 28 provides a minimum of 1 inch free expansion. 29 k. Support dowels by an approved method. 30 D. Curing: see Section 32 13 13. 31 3.5 [REPAIR]/[RESTORATION] [NOT USED] 32 3.6 RE -INSTALLATION [NOT USED] 33 3.7 FIELD QUALITY CONTROL [NOT USED] 34 3.8 SYSTEM STARTUP [NOT USED] 35 3.9 ADJUSTING [NOT USED] 36 3.10 CLEANING [NOT USED] 37 3.11 CLOSEOUT ACTIVITIES [NOT USED] 38 3.12 PROTECTION [NOT USED] 39 3.13 MAINTENANCE [NOT USED] 40 3.14 ATTACHMENTS [NOT USED] 41 END OF SECTION cm/ OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIE Contract 5C Ilatcher Street & Richardson Street City Project No. 01233 321613-5 CONCRETE CURB AND GUTTERS AND VALLEY GOITERS Page 5 or5 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIF Contract 5C Hatcher Street & Richardson Street City Project No. 01233 2 32 91 19 - TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page I of 3 SECTION 32 91 19 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Furnish and place topsoil to the depths and on the areas shown on the plans. 7 B. Deviations from City of Fort Worth Standards 8 1. None 9 C. Related Specification Sections include but are not necessarily limited to 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the II Contract. 12 2. Division 1 - General Requirements. 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Measurement: 16 a. Topsoil: measure by the cubic yard in place. 17 2. Payment: 18 a. Contract unit price and total cotnpensation for loading, hauling, placing and 19 furnishing all Tabor equipment, tools, supplies, and incidentals as necessary to 20 complete work. 21 b. All excavation required by this item in cut sections shall be measured in 22 accordance with provisions for the various excavation items involved with the 23 provision that excavation will be treasured and paid for once, regardless of the 24 manipulations involved. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project Na 01233 329119-2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 ACTION SUBMITTALS 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] I1 PART 2- PRODUCTS 12 2.1 OWNER -FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 13 2.2 MATERIALS 14 A. Topsoil 15 I. Use easily cultivated, fertile topsoil that: 16 a. is free from objectionable material including subsoil, weeds, clay lumps, non- 17 soil materials, roots, stumps or stones larger than 1.5 inches 18 b. has a high resistance to erosion, and 19 c. is able to support plant growth. 20 2. Secure topsoil from approved sources. 21 3. Topsoil is subject to testing by the City. 22 4. pl-1: 5.5 to 8.5. 23 5. Liquid Limit: 50 or less. 24 6. Plasticity Index: 20 or less. 25 7. Gradation: maximum of 10 percent passing No. 200 sieve. 26 B. Water: Clean and free of industrial wastes and other substances harmful to the growth 27 of vegetation. 28 2.3 ACCESSORIES [NOT USED] 29 2.4 SOURCE QUALITY CONTROL INOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS INOT USED] 32 3.2 EXAMINATION [NOT USED] 33 3.3 PREPARATION [NOT USED] 34 3.4 INSTALLATION 35 A. Finishing of Parkways. 36 I. Smoothly shape parkways, shoulders, slopes, and ditches. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract SC I latches Street & Richardson Street City Project No, 01233 32 91 19 - 3 TOPSOIL PLACEMENT AND FINISIIING OF PARKWAYS Page 3 of 3 I 2. Cut parkways to finish grade prior to the placing of any improvements in or 2 adjacent to the roadway. 3 3. In the event that unsuitable material for parkways is encountered, extend the depth 4 of excavation in the parkways six inches and backfill with top soil. 5 4. Make standard parkway grade perpendicular to and draining to the curb line. 6 a. Minimum: 1/4 inch per foot. 7 b. Maximum: 4:1. 8 c. City may approve variations from these requirements in special cases. 9 5. Whenever the adjacent property is lower than the design curb grade and runoff 10 drains away from the street, the parkway grade must be set level with the top of the II curb. 12 6. The design grade from the parkway extends to the back of the walk line. 13 7. From that point (behind the walk), the grade may slope up or down at maximum 14 slope of 4:1. 15 B. Placing of Topsoil 16 1. Spread the topsoil to a uniform loose cover at the thickness specified. 17 2. Place and shape the topsoil as directed. 18 3. Hand rake finish a minimum of 5 feet from all flatwork 19 4. Tamp the topsoil with a light roller or other suitable equipment. 20 3.5 [REPAIR]/[RESTORATION] [NOT USED] 21 3.6 RE -INSTALLATION [NOT USED] 22 3.7 FIELD QUALITY CONTROL [NOT USED] 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES [NOT USED] 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE [NOT USED] 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 32 Revision Log DATE NAME SUMMARY OF CHANGE CFFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 329213-I IiYDROMULCIIING, SEEDING AND SODDING Page I of7 SECTION 32 92 13 2 HYDROMULCFIING, SEEDING AND SODDING 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 I. Furnishing and installing grass sod and permanent seeding as shown on plans, or as 7 directed. 8 B. Deviations from City of Fort Worth Standards 9 I. None 10 C. Related Specification Sections include but are not necessarily limited to 11 I. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 12 Contract. 13 2. Division I - General Requirements. 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. Block Sod Placement: measure by the square yard. 18 b. Seeding: measure by the square yard by the installation method. 19 c. Mowing: measure by each. 20 2. Payment 21 a. Block Sod Placement: contract unit price and total compensation for furnishing 22 and placing all sod, rolling and tamping, watering (until established), disposal 23 of all surplus materials, and material, labor, equipment, tools and incidentals 24 necessary to complete the work. 25 b. Seeding: contract unit price and total compensation for furnishing all materials 26 including water for seed -fertilizer, slurry and hydraulic mulching, water and 27 mowing (until established), fertilizer, and material, labor, equipment, tools and 28 incidentals necessary to complete the work. 29 c. Mowing: contract unit price and total compensation for material, labor, 30 equipment, tools and incidentals necessary to complete the work. 31 1.3 REFERENCES [NOT USED[ 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 ACTION SUBMITTALS [NOT USED] 34 1.6 INFORMATIONAL SUBMITTALS 35 A. Seed 36 I. Vendors' certification that seeds meet Texas State seed law including: 37 a. Testing and labeling for pure live seed (PLS). 38 b. Name and type of seed. 39 2. All seed shall be tested in a laboratory with certified results presented to the City in 40 writing, prior to planting. ern, OF FORT woRTii STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract SC Hatcher Street St Richardson Street City Project No. 01233 329213-2 HYDROMUL.CHING, SEEDING AND SODDING Page 2 of 7 3. All seed to be of the previous season's crop and the date on the container shall be 2 within twelve months of the seeding date. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING 7 A. Block Sod 8 1. Protect from exposure to wind, sun and freezing. 9 2. Keep stacked sod moist. 10 B. Seed 11 1. If using native grass or wildflower seed, seed must have been harvested within one 12 hundred (100) miles of the construction site. 13 2. Each species of seed shall be supplied in a separate, labeled container for 14 acceptance by the City. 15 C. Fertilizer 16 1. Provide fertilizer labeled with the analysis. 17 2. Conform to Texas fertilizer law. 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 22 2.2 MATERIALS AND EQUIPMENT 23 A. Materials 24 I. Block Sod 25 a. Sod Varieties (match existing if applicable) 26 1) "Stenotaphrum secundatum" (St. Augustine grass), 27 2) "Cynodon dactylon" (Common Bermudagrass), 28 3) "Buchloe dactyloides" (Buffalograss), 29 4) an approved hybrid of Common Bermudagrass, 30 5) or an approved Zoysiagrass. 31 b. Sod must contain stolons, leaf blades, rhizomes and roots. 32 c. Sod shall be alive, healthy and free of insects, disease, stones, undesirable 33 foreign materials and weeds and grasses deleterious to its growth or which 34 might affect its subsistence or hardiness when transplanted. 35 d. Minimum sod thickness: 3/4 inch 36 e. Maximum grass height: 2 inches 37 f. Acceptable growing beds: 38 I) St. Augustine grass sod: clay or clay loam topsoil. 39 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils. 40 g. Dimensions. 41 I) Machine cut to uniform soil thickness. crrY OF FORT woRTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 329213-3 FIYDROMl1LCHING, SEEDING AND SODDING Page 3 of 7 2) Sod shall be of equal width and of a size that permits the sod to be lifted, handled and rolled without breaking. h. Broken or torn sod or sod with uneven ends shall be rejected. 2. Seed a. General I) Plant all seed at rates based on pure live seed (PLS) a) Pure Live Seed (PLS) determined using the formula: (l) Percent Pure Live Seed = Percent Purity x [(Percent Germination + Percent Finn or Hard Seed) + 100] 2) Availability of Seed a) Substitution of individual seed types clue to lack of availability may be permitted by the City at the time of planting. b) Notify the City prior to bidding of difficulties locating certain species. 3) Weecl seed a) not exceed ten percent by weight of the total of pure live seed (PLS) and other material in the mixture. b) Seed not allowed: (I) Johnsongrass (2) nutgrass seed 4) Harvest seed within I -year prior to planting b. Non-native Grass Seed I) Plant between April 15 and September 10 Lbs. Common Name PLS/Acre 25 Bermuda *hulled) 75 Bermuda (hulled) Botanical Name Purity Germination (percent) (percent) cynodon dactylon 85 90 cynodon dactylon 95 90 2) Plant between September 10 and April 15 Lbs. PLS/Acre 220 75 Common Name Rye Grass Bermuda (unhulled) Botanical Name /olAmr nrultrjlornnl cynodon dactylon c. Native Grass Seed I) Plant between February I and October 1. Lbs. PLS/Acre 1.6 5.5 3.7 17.0 1.8 0.5 6.0 8.0 1.2 1.8 10.0 Common Name Green Sprangletop Sideoats Grama* Little Bluestein* Buffalograss Indian Grass* Sand Lovegrass* Big Bluestein Eastern Grama Blue Grama Switchgrass Prairie Wild ye* CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Purity Germination (percent) (percent) 85 90 95 90 Botanical Name Leptoclrloa dub/a Uottlelourr carnpenrhrla Scirizachyrhnn scoparirmt Buchloe dactyloides Sorghastrunt nutans isragroslis Irichodes Andropogon gerardii Tripscacunt dactyloides liouleloua gracilis Penticton virgalum Elymus canaden.sis 2008 CIP Contract 5C !hatcher Street & Richardson Street City Project No. 01233 2 3 4 5 6 7 8 9 10 d. Wildflower Seed 1) Plant between the following: a) March 5 and May 31 b) September 1 and December 1 Lbs. PLS/Acre 3.0 5.0 2.0 3.0 13.4 13.6 2.0 8.0 8.0 2.0 18.0 2.0 3.0 2.0 329213-4 HYDROMULCHING, SEEDING AND SODDING Page 4 of 7 Botanical Name Sinsia calva Asclepius tuberosa Rudbeckia anlplexicaalis Coreopsis basalis Desmauhus illinoensis Cassia fitsciculata Verbena bipinnalifida Lindheimeritexana Callirhoe involcrata Rudbeckia hiria Engehnannia pinnattfida Physoslegia intermedia Salvia azure(' Coreopsis linclorin . 8.0 Salvia coccinea *not to be planted within ten feet of a road or parking lot or within three feet of a walkway Common Name Bush Sunflower Butterfly Weed Clasping Coneflower* Golden - Wave Illinois Bundleflower Partridge Pea Prairie Verbena Texas Yellow Star Winecup Black-eyed Susan Cutleaf Daisy Obedient Plant Pitcher Sage Plains Coreopsis Scarlet Sage e. Temporary Erosion Control Seed I) Consist of the sowing of cool season plant seeds. I I 3. Mulch 12 a. For use with conventional mechanical or hydraulic planting of seed. 13 b. Wood cellulose fiber produced from virgin wood or recycled paper -by-products 14 (waste products from paper mills or recycled newspaper). 15 c. No growth or germination inhibiting factors. 16 d. No more than ten percent moisture, air dry weight basis. 17 e. Additives: binder in powder form. 18 f. Form a strong moisture retaining mat. 19 4. Fertilizer 20 a. acceptable condition for distribution 2I b. applied uniformly over the planted area. 22 c. Analysis 23 1) 16-20-0 24 2) 16-8-8 25 d. Fertilizer rate: 26 1) Not required for wildflower seeding. 27 2) Newly established seeding areas - 100 pounds of nitrogen per acre. 28 3) Established seeding areas - 150 pounds of nitrogen per acre. 29 5. Topsoil: See Section 32 91 19. 30 6. Water: clean and free of industrial wastes or other substances harmful to the 31 germination of the seed or to the growth of the vegetation. 32 7. Soil Retention Blanket 33 a. "Curlex 1" from American Excelsior, 900 Ave. H East, Post Office Box 5624, 34 Arlington, Texas 76001, I-800-777-SOIL or approved equal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City I'rojeet No. 01233 329213-5 HYDItOMULCIIING, SEEDING AND SODDING Page 5 of 7 2 2.3 ACCESSORIES [NOT USED] 3 2.4 SOURCE QUALITY CONTROL [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION 8 A. Surface Preparation: clear surface of all material including: 9 1. Stumps, stones, and other objects larger than one inch. 10 2. Roots, brush, wire, stakes, etc. I I 3. Any objects that may interfere with seeding or maintenance. 12 B. Tilling 13 1. Compacted areas: till one inch deep. 14 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less 15 seed/water run-off. 16 3. Areas near trees: Do not till deeper than one half inch inside "drip line" of trees. 17 3.4 INSTALLATION 18 A. Block Sodding 19 1. General: 20 a. Place sod between curb and walk and on terraces that is the same type grass as 21 adjacent grass or existing lawn. 22 h. Plant between the average last freeze date in the spring and 6 weeks prior to the 23 average first freeze in the fall. 24 2. Installation 25 a. Plant sod specified after the area has been completed to the lines and grades 26 shown on the plans with 6 inches of topsoil. 27 b. Use care to retain native soil on the roots of the sod during the process of 28 excavating, hauling and planting. 29 c. Keep sod material moist from the time it is dug until planted. 30 d. Place sod so that the entire area designated for sodding is covered. 31 e. Fill voids left in the solid sodding with additional sod and tamp. 32 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform 33 slope. 34 g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the 35 firm earth in areas that may slide due to the height or slope of the surface or 36 nature of the soil. 37 3. Watering and Finishing 38 a. Furnish water as an ancillary cost to CONTRACTOR by means of temporary 39 metering / irrigation, water truck or by any other method necessary to achieve 40 an acceptable stand of turf as defined in 3.13.B. 41 b. Thoroughly water sod immediately after planted. 42 c. Water until established, CrrY OF FORT- WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 329213-6 HYDRONIULCHING, SEEDING AND SODDING Page 6 of 7 1 d. Generally, an amount of water that is equal to the average amount of rainfall 2 plus one half inch per week should be applied until accepted. If applicable, 3 plant large areas by irrigation zones to ensure areas are watered as soon as they 4 are planted. 5 B. Seeding 6 1. General 7 a. Seed only those areas indicated on the plans and areas disturbed by 8 construction. 9 b. Mark each area to be seeded in the field prior to seeding for City approval. 10 2. Broadcast Seeding I I a. Broadcast seed in two directions at right angles to each other. 12 b. Harrow or rake lightly to cover seed. 13 c. Never cover seed with more soil than twice its diameter. 14 d. For wildflower plantings: 15 1) scalp existing grasses to one inch. 16 2) remove grass clippings, so seed can make contact with the soil. 17 3. Mechanically Seeding (Drilling): 18 a. Uniformly distribute seed over the areas shown on the plans or as directed. 19 b. All varieties of seed and fertilizer may be distributed at the same time provided 20 that each component is uniformly applied at the specified rate. 21 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type 22 drill. 23 d. Drill on the contour of slopes 24 e. After planting roll with a roller integral to the seed drill, or a corrugated roller 25 of the "Cultipacker" type. 26 f. Roll slope areas on the contour. 27 4. Hydromulching 28 a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that: 29 1) Mixture is uniformly suspended to form a homogenous slurry. 30 2) Mixture forms a blotter -like ground cover impregnated uniformly with 31 grass seed. 32 3) Mixture is applied within thirty (30) minutes after placed in the equipment. 33 b. Placing 34 1) Uniformly distribute in the quantity specified over the areas shown on the 35 plans or as directed. 36 5. Fertilizing: uniformly apply fertilizer over seeded area. 37 6. Watering 38 a. Furnish water by means of temporary metering / irrigation, water truck or by 39 any other method necessary to achieve an acceptable stand of turf as defined in 40 3.13.B. 41 b. Water soil to a minimum depth of 4 inches within forty eight hours of seeding. 42 c. Water as direct by the City at least twice daily for 14 clays after seeding in such 43 a manner as to prevent washing of the slopes or dislodgement of the seed. 44 d. Water until final acceptance. 45 e. Generally, an amount of water that is equal to the average amount of rainfall 46 plus one half inch per week should be applied until accepted. CITY OI+PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC thatcher Street & Richardson Street City Project No. 01233 329213-7 IIYDROMILJLCHING, SEEDING AND SODDING Page 7 of 7 I 3.5 [REPAIR]/[RESTORATION] [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE 10 A. Block Sodding I I I. Water and mow sod until completion and final acceptance of the Project or as 12 directed by the City. 13 2. Sod shall not be considered finally accepted until the sod has started to peg down 14 (roots growing into the soil) and is free from dead blocks of sod. 15 B. Seeding 16 I. Water and mow sod until completion and final acceptance of the Project or as 17 directed by the City. 18 2. Maintain the seeded area until each of the following is achieved: 19 a. Vegetation is evenly distributed. 20 b. Vegetation is free from bare areas. 21 3. Turf will be accepted once fully established. 22 a. Seeded area oust have 100 percent growth to a height of three inches with one 23 mow cycle performed by the CONTRACTOR prior to consideration of 24 acceptance by the City. 25 C. Rejection 26 1. City may reject block sod or seeded area on the basis of weed populations. 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 30 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT woRTli STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 GIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 2 SECTION 32 93 43 TREES AND SHRUBS 3293 d3-1 TREES AND SHRUBS Page 1 of 8 3 PART1- GENERAL 4 L1 SUMMARY 5 A. Section Includes 6 1. Tree and shrub planting and maintenance within street right-of-way and easements. 7 B. Deviations from City of Fort Worth Standards 8 I. None 9 C. Related Specification Sections include but are not necessarily limited to 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 11 Contract. 12 2. Division 1 - General Requirements. 13 3. Section 32 92 13 - Hydromulching, Seeding and Sodding. 14 4. Section 32 91 19 - Topsoil Placement and Finishing of Parkways 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Measurement 18 a. Plant Tree: measure per each by caliper. 19 b. Remove Tree: measure per each by the range of caliper inch for removal in 6- 20 inch increments. 21 c. Remove and Transplant Tree: measure per each by caliper to be removed, 22 stored and transplanted. 23 2. Payment 24 a. Plant Tree: contract unit price and total compensation for 25 1) furnishing and installing trees, 26 2) hauling, 27 3) grading and backfilling, 28 4) excavation 29 5) fertilization, 30 6) water 31 7) removing and disposing of surplus material, and 32 8) all equipment, labor, tools and incidentals to complete the work. 33 b. Remove Tree: contract unit price and total compensation for 34 1) Removing tree, 35 2) Grading and back filling, 36 3) Excavation, 37 4) Fertilization, 38 5) Water, 39 6) Removing and disposing of surplus material, and 40 7) All labor, tools, equipment, and incidentals to complete the work. 41 c. Remove and Transplant Tree: contract unit price and total compensation for 42 1) Moving tree with truck mounted tree spade. 43 2) Replanting tree at temporary location, (determined by CONTRACTOR). crry oI' rota WORru STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CII' Contract 5C Hatcher Street & Richardson Street City Project No. 0I233 329343-2 TREES AND SHRUBS Page 2 of8 3) Maintaining tree until construction is complete. 2 4) Replanting same tree back to its original or other location. 3 5) Grading and backlit ling, 4 6) Excavation, 5 7) Fertilization, 6 8) Water, 7 9) Removing and disposing of surplus material, and 8 10) All equipment, labor, tools, and incidentals to complete the work. 9 1.3 REFERENCES 10 A. Reference Standards 11 I. Reference standards cited in this specification refer to the current reference standard 12 published at the time of the latest revision date logged at the end of this 13 specification, unless a date is specifically cited. 14 2. American National Standards Institute (ANSI): 15 a. ANSI Z60.1, American Standard for Nursery Stock 16 3. florins Third, The Staff of the L.I-I. Bailey Hortorium. 1976. MacMillan Publishing 17 Co., New York. 18 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 19 1.5 ACTION SUBMITTALS [NOT USED] 20 1.6 INFORMATIONAL SUBMITTALS 21 A. Tree data: Submit certification fi'om supplier that each type of tree conforms to 22 specification requirements. 23 1.7 CLOSEOUT SUBMITTALS !NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE 26 A. Coordination: 27 I. Coordinate with City Forester prior to beginning construction activities adjacent to 28 or that will impact existing trees and shrubs. 29 B. Qualifications 31 32 I. Not permitted unless approved by City when specified planting material is not 33 obtainable 34 a. Submit proof of non -availability together with proposal for use of equivalent 35 material. 36 b. Substitutions of larger size or better grade than specified will be allowed upon 37 approval by City Forester, but with no increase in unit price. 38 1.10 DELIVERY, STORAGE, AND HANDLING 30 I. Landscaper specialized in landscape and planting work. C. Substitutions 39 A. Do not remove container grown stock from containers before time of planting. 40 B. Delivery and Acceptance Requirements 41 I. Ship trees with Certificates of Inspection as required by governing authorities. CITY or PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOGMA EN tS Revised Iuly I, 2011 2008 CO' Contract 5C Hatcher Street & Richardson Street City Project No. 01233 329343-3 'TREES AND STIRUBS Page 3 of 8 2. Label each tree and shrub with securely attached waterproof tag bearing legible 2 designation of botanical and common name. 3 3. Use protective covering during delivery. 4 4. Deliver packaged materials in fully labeled original containers showing weight, 5 analysis and name of manufacturer. 6 C. Storage and Handling Requirements 7 1. Protect materials from deterioration during delivery, and while stored at Site. 8 2. Do not prune prior to installation. 9 3. Do not bend or bind -tie trees or shrubs in such manner as to damage bark, break 10 branches, or destroy natural shape. 11 1.11 FIELD CONDITIONS [NOT USED] 12 1.12 WARRANTY 13 A. Warranty Period: 12 months after job acceptance. 14 B. Warrant trees against defects including: 15 1. Death. 16 2. Unsatisfactory growth. 17 3. Loss of shape due to improper pruning, maintenance, or weather conditions. 18 C. Plumb leaning trees during warranty period. 19 D. Remove and replace trees found to be dead during warranty period. 20 E. Remove and replace trees which are in doubtful condition at end of warranty period, or 21 when approved by City, extend warranty period for trees for full growing season. 22 PART 2- PRODUCTS 23 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 24 2.2 MATERIALS 25 1. General 26 a. Plants shall be true to species and variety specified, grown under climatic 27 conditions similar to those in the locality of the project for at least two years 28 and have been freshly dug during the most recent favorable harvest season. 29 b. All plant names and descriptions are as defined in Horttrs Third. 30 c. All plants are to be grown and harvested in accordance with the American 31 Standard for Nursery Stock. 32 d, Unless approved by the City Forester, plants shall have been grown in a latitude 33 not more than 200 miles north or south of the latitude of the project unless the 34 provenance of the plant can be documented to be compatible with the latitude 35 and cold hardiness zone of the planting location. 36 2. Trees 37 a. Provide container grown trees which are straight and symmetrical and have 38 persistently preferred main leader, 39 b. Mark the tree's north orientation in the nursery for all deciduous trees grown in 40 the field with a 1-inch diameter spot of white paint on the tree trunk within the 41 bottom twelve inches of the trunk. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC hatcher Street & Richardson Street City Project No. 01233 329343-4 TREES AND SIIRUI3S Page 4 of 8 2 branching configuration as recommended by ANSI Z60.1 for type and species 3 specified. 4 d. Trees designated as balled and burlapped (B&B) shall be properly dug with 5 firm, natural balls of soil retaining as many fibrous roots as possible, in sizes 6 and shapes as specified in the Annerican Standard for Nursery Stock. Balls shall 7 be firmly wrapped with nonsynthetic, rottable burlap and secured with nails and 8 heavy, nonsynthetic, rottable twine. The root collar shall be apparent at surface 9 of ball. Trees with loose, broken, processed, or manufactured root balls will not 10 be accepted, except with special written approval before planting. 11 e. Where clump is specified, furnish plant having minimum of three stems 12 originating firm common base at ground line. 13 f. Measure trees by average caliper of trunk as follows: 14 I) For trunks up to 4 inches or less in diameter, measure caliper 6 inches 15 above top of root ball. 16 2) For trunks more than 4 inches, measure caliper 12 inches above top of root 17 ball. 18 3) Caliper measurements 19 a) By diameter tape measure. 20 b) indicated calipers on plans are minimum. 21 c) Averaging of plant caliber: not permitted 22 g. Trees shall conform to following requirements: 23 I) Healthy, 24 2) Vigorous stock, 25 3) Grown in recognized nursery. 26 4) Free of 27 a) Disease 28 b) insects 29 c) Eggs 30 d) Larvae 31 e) Defects such as 32 (I) Knots 33 (2) Sun -scald 34 (3) Injuries 35 (4) Abrasions 36 (5) Disfigurement 37 (6) Borers and infestations 38 3. Soil Products 39 a. Topsoil: See 32 91 19. 40 b. Peat moss, mulch and fertilizer: Use material recommended by City Forester 41 for establishment of healthy stock after replanting. 42 4. Stakes and Guys 43 a. Provide minimum 8-foot long steel T-stakes and I inch wide plastic tree chains. 44 b. Where applicable for anchoring trees, use wood deadmen: 45 1) Minimum: 2-inch by 4-inch stock 46 2) Minimum: 36 inches long and buried 3 feet. 47 3) Provide white suveyor's plastic tape for flagging tree guys. 48 5. 'Free Wrap, Twine and Seal 49 a. Wrap: c. Crown shall be in good overall proportion to entire height of tree with CITY OF FORT WOR"IN STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 329343-5 TREES AND SHRUBS Page 5 of 8 1 1) First quality. 2 2) Bituminous impregnated tape. 3 3) Corrugated or crepe paper, specifically manufactured for tree wrapping and 4 having qualities to resist insect infestation. 5 b. Twine: 6 1) Lightly tarred, medium -coarse sisal (lath) yarn. 7 2) Do not use nails or staples to fasten wrapping. 8 c. Seal: Commercially available tree wound dressing specifically produced for use 9 in sealing tree cuts and wounds. 10 6. Water: clean and free of industrial wastes or other substances harmful to the growth 11 of the tree. 12 2.3 ACCESSORIES [NOT USED[ 13 2.4 SOURCE QUALITY CONTROL 14 A. Notify City, prior to installation, of location where trees that have been selected for 15 planting may be inspected. 16 B. Plant material will be inspected for compliance with following requirements. 17 1. Genus, species, variety, size and quality. 18 2. Size and condition of balls and root systems, insects, injuries and latent defects. 19 PART 3 - EXECUTION [NOT USED] 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION 23 A. General 24 1. Schedule work so that planting can proceed rapidly as portions of site become 25 available. 26 2. Plant trees after final grades are established and prior to seeding or sodding. 27 3. When planting of trees occurs after seeding work, protect seeded areas and 28 promptly repair damage to seeded areas resulting from tree planting operations in 29 compliance with requirements of Section 32 92 13. 30 4. Layout individual trees at locations shown on plans. 31 5. In case of conflicts, notify City before proceeding with Work. 32 6. Stake trees for City approval. 33 B. Preparation of Planting Soil 34 I. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other 35 extraneous materials harmful or toxic to plant growth. 36 2. Strip and utilize 4 inch layer of top soil from existing ground. 37 3. Delay mixing of fertilizer when planting will not follow placing of planting soil 38 within 48 hours. 39 4. Incorporate amendments into soil as part of soil preparation process prior to fine 40 grading, fertilizing, and planting. 41 5. Broadcast or spread amendments evenly at specified rate over planting area. CD'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 329343-6 TREES AND SHRUBS Page 6 of 8 6. Thoroughly incorporate amendments into top 3 or 4 inches of soil until 2 amendments are pulverized and have become homogeneous layer of topsoil ready 3 for planting. 4 3.4 INSTALLATION 5 A. Planting 6 I. Excavate pits, beds, or trenches with vertical sides and with bottom of excavation 7 raised minimum of 6 inches at center for proper drainage. 8 2. Provide following minimum widths: 9 a. 15 gallon containers or larger, 2 feet wider than diameter of root ball. 10 b. 1 and 5 gallon containers, 6 inches wider than diameter of root ball. 24 7. Remove plastic, paper, or fibrous pots from the containerized plant material. Pull 25 roots out of the root mat, and cut circling roots with a sharp knife. Loosen the 26 potting medium and shake away from the root mat. Immediately after removing the 27 container, install the plant such that the roots do not dry out. Pack planting mix 28 around the exposed roots while planting. 1 3. When conditions detrimental to plant growth are encountered, such as 12 unsatisfactory soil, obstructions, or adverse drainage conditions, notify City before 13 planting. 14 4. Deliver trees after preparations for planting have been completed and plant 15 immediately. 16 5. When planting is delayed more than 6 hours after delivery 17 a. Set trees and shrubs in shade. 18 b. Protect from weather and mechanical damage. 19 c. Keep roots moist by covering with mulch, burlap, or other acceptable means of 20 retaining moisture, and water as needed. 21 6. Lift plants only from the bottom of the root balls or with belts or lifting harnesses of 22 sufficient width not to damage the root balls. Do not lift trees by their trunk as a 23 lever in positioning or moving the tree in the planting area. 29 8. Cut ropes or strings from the top of root balls and trees after plant has been set. 30 Remove burlap or cloth wrapping and any wire baskets from around top half of 31 balls. Do not turn under and bury portions of burlap at top of ball. Set balled and 32 burlapped trees in the hole with the north marker facing north. 33 9. Set root ball on undisturbed soil in center of pit or trench and plumb plant. 34 10. Place plants at level that, after settlement, natural relationship of plant crown with 35 ground surface will be established. 36 1 I. When set, place additional backfill around base and sides of ball, and work each 37 layer to settle backfill and eliminate voids and air pockets. 38 12. When excavation is approximately 2/3 full, water thoroughly before placing 39 remainder of backfill. 40 13. Repeat watering until no more water is absorbed. 41 14. Dish top of backfill to allow for mulching. 42 15. Mulch pits, trenches and planted areas. ern, OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised .luly 1, 201 1 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project Na 01233 329343-7 TREES AND SHRUBS Page 7 of 8 a. All trees, shrubs and other plantings will be mulched with mulch previously 2 approved by the City Forester. The mulch on trees and shrubs shall be to the 3 depths shown on the drawing. Mulch must not be placed within 3 inches of the 4 trunks of trees and shrubs. 5 16. Provide 2 to 4 inch thickness of mulch, work into top of backfill, and finish level 6 with adjacent finish grades. 7 17. Cover entire root ball. 8 18. Prune 9 a. Plants shall not be heavily pruned at the time of planting. Pruning is required at 10 planting to correct defects in the tree structure, including removal of injured 11 branches, double leaders, watersprouts, suckers, and interfering branches. 12 Healthy lower branches and interior small twigs should not be removed except 13 as necessary to clear walks and roads. In no case should more than on -quarter 14 of the branching structure be removed. Retain the normal shape of the plant. 15 b. All pruning shall be completed using clean sharp tools. All cuts shall be clean 16 and smooth, with the bark intact with no rough edges or tears. 17 c. Except in circumstances dictated by the needs of specific pruning practices, tree 18 paint shall not be used. The use of tree paint shall be only upon approval of the 19 City Forester. Tree paint, when required, shall be paint specifically formulated 20 and manufactured for horticultural use. 21 19. Prune trees to retain required height and spread. 22 20. Do not cut tree leaders, and remove only injured and dead branches from flowering 23 trees. 24 21. Remove and replace excessively pruned or misforined stock resulting from 25 improper pruning. 26 22. Inspect tree trunks for injury, improper pruning and insect infestation and take 27 corrective measures. 28 23. Guy and stake trees immediately after planting. 29 B. Moving Existing Trees 30 I. Coordinate tree moving and replanting with City Forester during dormant growth 31 season. 32 2. Provide tree spade of adequate size as directed by City Forester. 33 3.5 [REPAII2]/[RESTORATION] [NOT USED] 34 3.6 RE -INSTALLATION [NOT USED] 35 3.7 FIELD QUALITY CONTROL 36 A. City may reject unsatisfactory or defective material at anytime during progress of 37 Work. 38 B. Remove rejected trees immediately from site and replace with specified materials. 39 C. Plant material not installed in accordance with these Specifications will be rejected. 40 D. An inspection to determine final acceptance will be conducted by City at end of 12 41 month maintenance period. 42 E. Warranty periods provided for in paragraph 1.12A. CITY OF FORT WORT!! STANDARD CONSfRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Ilatcher Street Pc Richardson Street City Project No. 01233 329343-8 TREES AND SHRUBS Page 8 of 8 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING 4 A. During planting work, keep pavements clean and work area in orderly condition. 5 B. Dispose of excess soil and waste in approved location. 6 C. Waste Material Disposal: On -site burning of combustible cleared materials shall not be 7 permitted. 8 3.11 CLOSEOUT ACTIVITIES [NOT USED] 9 3.12 PROTECTION 10 A. Protect planting work and materials from damage due to planting operations. I I B. Maintain protection during installation and maintenance period. 12 C. Treat, repair, or replace damaged planting work. 13 3.13 MAINTENANCE 14 A. Maintenance Period: 12 months after job acceptance. 15 B. Begin maintenance under this Item when the installation of plants on the project is 16 complete and approved, or as directed. 17 C. Perform the maintenance work for a minimum of 90 days at the designated locations as 18 shown on the plans. 19 D. If a work schedule and frequency are not shown on the plans, perform the minimum 20 requirements shown below. 21 I. Water trees to full depth minimum of once each week or as required to maintain 22 healthy vigorous growth. 23 2. Prune, cultivate, and weed as required for healthy growth. 24 3. Restore planting saucers. 25 4. Tighten and repair stake and guy supports, and reset trees and shrubs to proper 26 grades or vertical position as required. 27 5. Restore or replace damaged wrappings. 28 6. Spray as required to keep trees and shrubs free of insects and disease. 29 3.14 ATTACHMENTS 30 END OF SECTION 31 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORM' WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street Sc Richardson Street City Project Na 01233 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 33 01 30 SEWER AND MANHOLE TESTING 33 01 30 - SEWER AND MANHOLE TESTING Page 1 of 5 5 A. Section Includes: 6 1. Testing for sanitary sewer pipe and manholes prior to placing in service 7 a. Low Pressure Air Test and Deflection (Mandrel) Test 8 I) Excludes pipe with flow 9 2) Hydrostatic Testing is not allowed. 10 b. Vacuum Testing for sanitary sewer manholes 11 2. Before any newly constructed sanitary sewer pipe and manholes are placed into 12 service it shall be cleaned and tested. 13 3. Pipe testing will include low pressure air test and deflection (mandrel) test for 36- inch pipe and smaller. 15 4. Hydrostatic testing is not allowed. 16 5. Manhole testing will include vacuum test. 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 21 Contract 22 2. Division I — General Requirements 23 3. Section 03 80 00 — Modifications to Existing Concrete 24 4. Section 33 04 50 — Cleaning of Sewer Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Pipe Testing 28 a. Measurement 29 1) This Item is considered subsidiary to the sanitary sewer main (pipe) 30 completed in place. 31 b. Payment 32 I) The work performed and the materials furnishing in accordance with this 33 Item are subsidiary to the unit price bid per linear foot of sanitary sewer 34 main (pipe) complete in place, and no other compensation will be allowed. 35 2. Manhole Testing 36 a. Measurement 37 I) Measurement for testing manholes shall be per each vacuum test. 38 b. Payment 39 I) The work performed and the materials furnished in accordance with this 40 Item shall be paid for at the unit price bid per each vacuum test completed. ClIY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C !hitcher Street & Richardson Street City Project No. 01233 330130-2 SEINER AND MANHOLE TESTING Page 2 ors 1 c. The price bid shall include: 2 1) Mobilization 3 2) Plugs 4 3) Clean-up 5 1.3 REFERENCES [NOT USED] 6 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 7 1.5 SUBMITTALS 8 A. Submittals shall be in accordance with Section 01 33 00. 9 B. All submittals shall be approved by the Engineer or the City prior to delivery. 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS 12 A. Test and Evaluation Reports 13 1. All test reports generated during testing (pass and fail) 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE 16 A. Certifications 17 I. Mandrel Equipment 18 a. If requested by City, provide Quality Assurance certification that the equipment 19 used has been designed and manufactured in accordance to the required 20 specifications. 21 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS [NOT USEDI 25 PART 3 - EXECUTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION [NOT USED] 28 3.3 PREPARATION 29 A. Low Pressure Air Test (Pipe) 30 I. Clean the sewer main before testing, as outlined in Section 33 04 50. 31 2. Plug ends of all branches, laterals, tees, wyes, and stubs to be included in test. 32 B. Deflection (mandrel) test (Pipe) 33 I. Perform as last work item before final inspection. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 330130-3 SEWER AND MANHOLE TESTING Page 3 of 5 1 2. Clean the sewer main and inspect for offset and obstruction prior to testing. 2 3. Materials 3 a. Mandrel used for deflection test 4 1) Use of an uncertified mandrel or a mandrel altered or modified after 5 certification will invalidate the deflection test. 6 2) Mandrel requirements 7 a) Odd number of legs with 9 legs minimum 8 b) Effective length not less than its nominal diameter 9 c) Fabricated of rigid and nonadjustable steel 10 d) Fitted with pulling rings and each end 11 e) Stamped or engraved on some segment other than a runner indicating 12 the following: 13 (1) Pipe material specification 14 (2) Nominal size 15 (3) Mandrel outside diameter (OD) 16 f) Mandrel diameter must be 95 percent of inside diameter (ID) of pipe. 17 C. Vacuum test (Manhole) 18 I. Plug lifting holes and exterior joints. 19 2. Plug pipes and stubouts entering the manhole. 20 3. Secure stubouts, manhole boots, and pipe plugs to prevent movement while vacuum 21 is drawn. 22 4. Plug pipes with drop connections beyond drop. 23 5. Place test head inside the frame at the top of the manhole. 24 3.4 INSTALLATION 25 A. Low pressure air test (Pipe) 26 1. Install plug with inlet tap. 27 2. Connect air hose to inlet tap and a portable air control source. 28 3. After the stabilization period (3.5 psig minimum pressure) start the stop watch. 29 4. Determine time in seconds that is required for the internal air pressure to reach 2.5 30 psig. Minimum permissible pressure holding time per diameter per length of pipe 31 is computed from the following equation: 32 33 T = (0.0850*D*K) 34 Q 35 Where: 36 T = shortest time, seconds, allowed for air pressure to drop to 1.0 psig 37 K = 0.000419*D*L, but not less than 1.0 38 D = nominal pipe diameter, inches 39 L = length of pipe being tested (by pipe size), feet 40 Q = 0.0015, cubic feet per minute per square foot of internal surface 41 5. UNI-I3-6, Table I provides required time for given lengths of pipe for sizes 4-inch 42 through 60-inch based on the equation above. 43 6. Stop test if no pressure loss has occurred during the first 25 percent of the 44 calculated testing time. 45 E3. Deflection (mandrel) test (Pipe) CITY OF FORT W OIYPIi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 9 10 3. Minimum time required for vacuum drop of 1 inch of mercury is as follows: 1 I ** For n 12 diameter for each 2 feet of additional depth of manhole to the time shown for18foot 13 depth. (Example: A 30 foot deep, 4-foot diameter. Total test time would be 70 14 seconds. 40+6(5)=70 seconds) 15 24 2. Deflection (mandrel) test (Pipe) 25 a. Should the mandrel fail to pass, the pipe is considered overdeflected. 26 b. Uncover overdeflected pipe. Reinstall if not damaged. 27 c. If damaged, remove and replace. 1 2 3 4 5 6 C. Vacuum test (Manhole) 7 I. Draw a vacuum of 10 inches of mercury and turn off the pump. 8 2. With the valve closed, read the level vacuum level after the required test time. 330130-4 SEWER AND MANHOLE TESTING Page 4 of . For pipe 36 inches and smaller, the mandrel is pulled through the pipe by hand to ensu •e that maximum allowable deflection is not exceeded. 2. Max mum percent deflection by pipe size is as follows: Nominal Pipe Size Inches 12 and smaller Percent Deflection Allowed 5.0 15 through 30 Greater than 30 4.0 3.0 Depth of Manhole, feet 4-foot Dia Seconds 5-foot Dia Seconds 6-foot Dia Seconds 8 20 26 33 10 25 33 41 12 30 39 49 14 35 45 57 16 40 52 67 18 40 59 73 ** T=5 T=6.5 T=8 16 17 4. Manhole vacuum levels observed to drop greater than I inch of mercury will have failed the test. 13 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 REINSTALLATION [NOT USED[ 20 3.7 FIELD QUALITY CONTROL 2 A. Non -Conforming Work 22 1. Low pressure air test 23 a. Should the air test fail, find and repair leak(s) and retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract SC I latches Street & Richardson Street City Project No. 01233 330130-5 SEWER AND MANIIOLE TESTING Page 5 of 5 3. Vacuum test (Manhole) 2 a. Should the vacuum test fail, repair suspect area and retest. 3 1) External repairs required for leaks at pipe connection to manhole. 4 a) Shall be in accordance with Section 03 80 00. 5 2) Leaks within the manhole structure may be repaired internally or 6 externally. 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 15 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2005 CIP Contract SC hatcher Street 6c Richardson Street City Project No. 01233 330131-I CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 1 of5 SECTION 33 01 31 2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements and procedures for Closed Circuit Television (CCTV) Inspection of 7 sanitary sewer or storm sewer mains 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 —General Requirements 14 3. Section 33 03 10 — Bypass Pumping of Existing Sewer Systems I5 4. Section 33 04 50 — Cleaning of Sewer Mains 16 5. Section 33 31 20—Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 17 6. Section 33 31 21 —Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary 18 Sewer Pipe 19 7. Section 33 31 22 — Sanitary Sewer Slip Lining 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Pre -CCTV Inspection 22 I. Measurement 23 a. Measurement for this Item will be by the linear foot of line televised for CCTV 24 Inspection performed prior to any line modification or replacement determined 25 from the distance recorded on the video tape log. 26 2. Payment 27 a. The work performed and materials furnished in accordance with this Item and 28 measured as provided under "Measurement" will be paid for at the unit price 29 bid per linear foot for "Pre -CCTV Inspection". 30 1) Contractor will not be paid for unaccepted video. 31 3. The price bid shall include: 32 a. Mobilization 33 b. Cleaning 34 c. Digital file 35 B. Post -CCTV Inspection 36 1. Measurement 37 a. Measurement for this Item will be by the linear foot of line televised for CCTV 38 Inspection performed following repair or installation determined fi•om the 39 distance recorded on the video tape log. L'ITY of FORT worm' STANDARD CONSTRUCTION SPECIFICATION DOCUiMIENl5 Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 01 31 - 2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 2 of 5 1 2. Payment 2 a. The work performed and materials furnished in accordance with this Item and 3 measured as provided under "Measurement" will be paid for at the unit price 4 bid per linear foot for "Post -CCTV Inspection". 5 1) Contractor will not be paid for unaccepted video. 6 3. The price bid shall include: 7 a. Mobilization 8 b. Cleaning 9 c. Digital file 10 1.3 REFERENCES 11 A. Reference Standards 12 I. Reference standards cited in this Specification refer to the current reference 13 standard published at the time of the latest revision date logged at the end of this 14 Specification, unless a date is specifically cited. 15 2. City of Fort Worth Water Department 16 a. City of Fort Worth Water Department CCTV Inspection and Defect Coding 17 Program (CCTV Manual). Contact Field Operations to obtain a copy of the 18 CCTV Manual. 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Meet with City of Fort Worth Water Department staff to confirm that the 22 equipment, software, standard templates, defect codes and defect rankings are being 23 used, if required. 24 1.5 SUBMITTALS 25 A. Submittals shall be in accordance with Section 01 33 00. 26 B. All submittals shall be approved by the Engineer or the City prior to delivery. 27 1.6 INFORMATIONAL SUBMITTALS 28 A. Pre -CCTV submittals for sanitary sewer lines 24 inches and larger, if required 29 1. Project schedule 30 2. Listing of cleaning equipment and procedures 31 3. Listing of flow diversion procedures 32 4. Listing of CCTV equipment 33 5. Listing of backup and standby equipment 34 6. Listing of safety precautions and traffic control measures 35 1.7 CLOSEOUT SUBMITTALS 36 A. Post -CCTV submittals 37 1. 2 copies of CCTV video results on DVD 38 2. 2 hard copies of Inspection Report CITY OF FORT WORFI l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 C1P Contract 5C Hateher Street & Richardson Street City Project No. 01233 13 2. Use equipment designed to operate in 100 percent humidity conditions. 14 3. Use equipment with a pan (±270 degrees), lilt, and rotates (360 degrees). 33 01 31-3 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 3 of'5 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE [NOT USED] 3 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 5 1.12 WARRANTY [NOT USED] 6 PART 2 - PRODUCTS [NOT USED] 7 PART3- EXECUTION 8 3.1 INSTALLERS [NOT USED] 9 3.2 EXAMINATION [NOT USED] 10 3.3 PREPARATION 11 A. CCTV Equipment 12 1. Use equipment specifically designed and constructed for such inspection. I5 4. Use camera with an accurate footage counter that displays on the monitor the 16 distance of the camera (to the nearest I/10 foot) froiu the centerline of the starting 17 manhole. 18 5. Use camera with height adjustment so camera lens is always centered at 1/2 the 19 inside diameter, or higher, in the televised pipe. 20 6. Provide sufficient lighting to illuminate the entire periphery of the pipe. 21 7. Provide color video. 22 8. Use the Fort Worth Water Department standardized inspection and coding program 23 by I.T. software with pre -configured template. 24 a. See CCTV Manual. 25 B. Temporary Bypass Pumping — Conform to Section 33 03 10. 26 C. Cleaning — Conform to Section 33 04 50. 27 3.4 INSPECTION (CCTV) 28 A. General 29 I. Begin inspection immediately after cleaning of the main. 30 2. Move camera through the line in either direction at a moderate rate, stopping when 31 necessary to permit proper documentation of the main's condition. 32 3. Do not move camera at a speed greater than 30 feet per minute. 33 Use manual winches, power winches, TV cable, and power rewinds that do not 34 obstruct the camera view, allowing for proper evaluation. 4. 35 5. During investigation stop camera at each defect along the main. (TIN OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised truly I, 2011 2008 CIP Contract SC ITutcher Street & Richardson Street City Project No. 01233 33 01 31 -4 CLOSED CIRCU TT TELEVISION (CCTV) INSPECTION Page 4 of 5 1 a. Record the nature, location and orientation of the defect or infiltration location 2 as specified in the CCTV Manual. 3 6. Pan and tilt the camera to provide additional detail at: 4 a. Manholes 5 b. Service connections 6 c. Joints 7 d. Visible pipe defects such as cracks, broken or deformed pipe, holes, offset 8 joints, obstructions or debris 9 e. Infiltration/Inflow locations 10 f. Pipe material transitions 11 g. Other locations that do not appear to be typical for normal pipe conditions 12 7. Provide accurate distance measurement. 13 a. The meter device is to be accurate to the nearest 1/10 foot. 14 8. CCTV inspections are to be continuous. 15 a. Do not provide a single segment of main on more than I DVD. 16 B. Pre -Installation Inspection for Sewer Mains to be rehabilitated 17 1. Perform Pre -CCTV inspection immediately after cleaning of the main and before 18 rehabilitation work. 19 2. If, during inspection, the CCTV will not pass through the entire section of main due 20 to blockage or pipe defect, set up so the inspection can be performed from the 21 opposite manhole. 22 3. Provisions for repairing or replacing the impassable location are addressed in 23 Section 33 31 20, Section 33 31 21 and Section 33 31 22. 24 C. Post -Installation Inspection 25 1. Complete manhole installation before inspection begins. 26 2. Prior to inserting the camera, flush and clean the main in accordance to Section 33 27 04 50. 28 D. Documentation of CCTV Inspection 29 1. Follow the CCTV Manual for the inspection video, data logging and reporting. 30 3.5 REPAIR / RESTORATION [NOT USED] 31 3.6 RE -INSTALLATION [NOT USED] 32 3.7 FIELD [06] SITE QUALITY CONTROL [NOT USED] 33 3.8 SYSTEM STARTUP [NOT USED] 34 3.9 ADJUSTING [NOT USED] 35 3.10 CLEANING 36 A. See Section 33 04 50. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNIEN'I'S Revised July 1, 2011 2008 C1P Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 01 31 -5 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 5 of 5 I 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street S: Richardson Street City Project No. 01233 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 33 04 30 TEMPORARY WATER SERVICES 330430-1 TEMPORARY WATER SERVICES Page 1 of 4 5 A. Section Includes: 6 1. Temporary Water Service needed to maintain service during water main 7 replacement project 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Products Installed But Not Furnished Under This Section I I 1. Fire Hydrant Meters 12 D. Related Specification Sections include, but are not necessarily limited to: 13 I. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 — General Requirements 16 3. Specification 32 12 16 — Asphalt Paving 17 4. Specification 33 05 10 — Utility Trench Excavation, Embedment and Backfill 18 5. Specification 33 04 40 — Cleaning and Acceptance Testing of Water Mains 19 6. Specification 33 12 10 — Water Services 1-inch to 2-inch 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for Temporary Water Services will be measured by: 24 1) Lump sum or 25 2) Per linear foot of Temporary Water Main for Miscellaneous Projects only 26 2. Payment 27 a. The work performed and materials furnished in accordance with this Item and 28 measured under "Measurement" will be paid for at the unit price bid for 29 "Temporary Water Service" of the type specified. 30 3. The price bid shall include: 3I a. Temporary water service line 32 b. Connections 33 c. Fittings 34 d. Valves 35 e. Corporation stops 36 f. Temporary asphalt for crossings 37 g. Traffic Control 38 h. Disinfection 39 i. Removal of temporary services CITY OF FORT W ORTi 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 330430-2 TEMPORARY WATER SERVICES Page 2 of 4 I 1.3 REFERENCES 2 A. Reference Standards 3 I. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. NSF International 7 a. 61, Drinking Water System Components —Health Effects 8 3. ASTM International (ASTM): 9 a. D3035, Standard Specification for Polyethylene (PE) Plastic Pipe (DR -PR) 10 Based on Controlled Outside Diameter I I 1.4 ADMINISTRATIVE REQUIREMENTS 12 A. Scheduling 13 I. Provide advance notice for service interruption and meet requirements of Division 14 1, 15 1.5 SUBMITTALS [NOT USED] 16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS 24 2.1 OWNER -FURNISHED PRODUCTS 25 A. Fire Hydrant Meters 26 2.2 EQUIPMENT, PRODUCT TYPE, AND MATERIALS 27 A. Description 28 I. Regulatory Requirements 29 a. All Temporary Water Service components in contact with potable water shall 30 conform to the requirements of NSF 61. 31 B. Materials 32 I. Service Couplings, Fittings, and Corporation Stops 33 a. Conform to Section 33 12 10. 34 2. Service lines 35 a. Polyethylene tubing 36 b. Conform to ASTM D3035 and SDR 11 CITY OF FORT WORTI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street 8 Richardson Street City Project No. 01233 330430-3 TEMPORARY WATER SERVICES Page 3 of 4 3. Temporary Water Service Main 2 a. Galvanized steel pipe 3 b. Conform to Schedule 40. 4 4. Driveway Approach 5 a. Asphalt 6 1) 'Type B Asphalt in accordance with Section 32 12 16 7 C. Design Criteria 8 1. Service lines 9 a. 3/4-inch minimum pipe size 10 b. Minimum flow rate of 5 GPM at a dynamic pressure of 35 psi 11 2. Temporary Water Service Main 12 a. 2-inch minimum pipe size 13 2.3 ACCESSORIES [NOT USED] l4 2.4 SOURCE QUALITY CONTROL [NOT USED] 15 PART 3 - EXECUTION 16 3.1 INSTALLERS [NOT USED] 17 3.2 EXAMINATION [NOT USED] 18 3.3 PREPARATION [NOT USED] 19 3.4 INSTALLATION 20 A. General 21 1. Install Temporary Water Services in accordance with provisions herein and in 22 accordance with City Standard Details. 23 2. Perform disinfection test of temporary water service main and water services in 24 accordance with Section 33 04 40. 25 B. Temporary Water Service Installation 26 1. Connect to existing water supply 27 a. Fire hydrant 28 1) Connect to fire hydrant with hydrant meter and 2-inch gate valve. 29 b. If a fire hydrant is not available, tap existing water main. 30 1) Connect to water main with 2-inch service tap and a corporation stop in 31 accordance with Section 33 12 10. 32 2) Record water usage with a hydrant meter. 33 3) Do not tap existing water main, unless approved by the City. 34 2. Water service 35 a. Connect %-inch water service to 2-inch temporary water service main. 36 b. Remove existing meters, tag with address and provide to City Inspector. 37 c. Connect 3/a-inch temporary water service to existing private service. 38 d. Cover domestic meter box with protective guard or barricade. 39 C. Intersection and Driveway Approach Crossing for Temporary Water Service 40 1. Crossing for Temporary Water Service Main CrtY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330430-4 TEMPORARY WATER SERVICES Page 4 of 4 a. Cover temporary service Tine with sufficient asphalt to protect service line and 2 to provide a driveable crossing. 3 b. If required to bury temporary service line due to high volume traffic, or other 4 reasons required by the City, excavate, embed and backfill in accordance with 5 Section 33 05 10. 6 3.5 REPAIR / RESTORATION [NOT USED] 7 3.6 RE -INSTALLATION (NOT USED] 8 3.7 FIELD lok] SITE QUALITY CONTROL 9 A. Field Tests and Inspections 10 1. Check each water service installation for leaks with full flow through the curb stop I 1 at the time the main is tested in accordance with Section 33 04 40. 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING [NOT USED) 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USED] 18 3.14 ATTACHMENTS [NOT USED] 19 END OF SECTION 20 21 Revision Log DACE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2003 CIP Contract 5C Hotelier Street & Richardson Street City Project No. 01233 2 330440-1 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 1 of 7 SECTION 33 04 40 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. General 6 1. Before any newly constructed potable water mains will be permitted to be placed 7 into service in the Fort Worth Water Department's Water Distribution System, it 8 shall be cleaned (purged) and tested, or cleaned, disinfected, and tested until the 9 bacteria count within the water main meets the standards established by the Fort 10 Worth Water Department and the requirements of Chapter 290 of the Texas 11 Administrative Code (TAC) established by the Texas Commission on 12 Environmental Quality (TCEQ). 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 17 Contract 18 2. Division 1 — General Requirements 19 3. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 I. Measurement 23 a. This Item is considered subsidiary to the water main being Cleaned and Tested. 24 2. Payment 25 a. The work performed and the materials furnished in accordance with this Item 26 are subsidiary to cleaning, disinfection, hydrostatic testing, and bacteriological 27 testing and shall be subsidiary to the unit price bid per linear foot of water pipe 28 complete in place, and no other compensation will be allowed. 29 1.3 REFERENCES 30 A. Reference Standards 31 1. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the latest revision date logged at the end of this 33 Specification, unless a date is specifically cited. 34 2. American Water Works Association/American (AWWA): 35 a. C301, Prestressed Concrete Pressure Pipe, Steel -Cylinder Type. 36 b. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. 37 c. C651, Disinfecting Water Mains. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 330440-2 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 2 of 7 I 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals 4 For 24-inch and larger water mains, provide the following: 5 1. Cleaning Plan — Prior to the start of construction, submit a water main cleaning plan 6 detailing the methods and schedule, including: 7 a. A detailed description of cleaning procedures 8 b. Pigging entry and exit ports 9 c. Flushing procedures 10 d. Plans and hydraulic calculations to demonstrate adequate flushing velocities 11 e. Control of water 12 f. Disposal 13 2. Disinfection Plan — prior to the start of construction submit a disinfection plan 14 including: 15 a. The method mixing and introducing chlorine 16 b. Flushing 17 c. De -chlorination 18 d. Sampling 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART2- PRODUCTS 27 2.1 OWNER -FURNISHED Ion] OWNER -SUPPLIED PRODUCTS [NOT USED] 28 2.2 PRODUCT TYPES 29 A. Pigs 30 I. Open cell polyurethane foam body 31 2. Densities between 2 pounds per cubic foot up to 8 pounds per cubic foot 32 3. May be wrapped with polyurethane spiral bands 33 4. Abrasives are not permitted, unless expressly approved by the City in writing for 34 the particular application. 35 5. Must pass through a reduction up to 65 percent of the cross sectional area of the 36 nominal pipe diameter CfTY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Judy 1, 2011 2003 CIP Contract SC Belcher Street & Richardson Street City Project No. 01233 2 330440-3 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 3 of 7 6. Pigs shall be able to traverse standard piping arrangements such as 90 degree bends, tees, crosses, wyes, and gate valves. 3 2.3 ACCESSORIES [NOT USED] 4 2.4 SOURCE QUALITY CONTROL [NOT USED] 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION [NOT USED] 9 3.4 ERECTION/INSTALLATION/APPLICATION [NOT USED] I0 3.5 REPAIR/RESTORATION [NOT USED] I 1 3.6 RE -INSTALLATION [NOT USED] I2 3.7 FIELD Vial SITE QUALITY CONTROL [NOT USED] 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING 16 A. General 17 1. All water mains shall be cleaned prior to bacteriological testing. 18 a. Pig all 36-inch and smaller water mains. 19 b. Pig or manually sweep 42-inch and larger mains. 20 c. Flushing is only permitted when specially designated in the Drawings, or if 21 pigging is not practical and approved by the City. 22 B. Pigging Method 23 1. if the method of pigging is to be used, prepare the main for the installation and 24 removal of a pig, including: 25 a. Furnish all equipment, material and labor to satisfactorily expose cleaning wye, 26 remove cleaning wye covers, etc. 27 b. Where expulsion of the pig is required through a dead -ended conduit: 28 I) Prevent backflow of purged water into the main after passage of the pig. 29 2) Install a mechanical joint to provide a riser out of the trench on I2-inch and 30 smaller mains to prevent backwater re-entry into the main. 3l 3) Additional excavation of the trench may be performed on mains over 12 32 inches, to prevent backwater re-entry into the main. 33 4) Flush any backflow water that inadvertently enters the main. 34 e. Flush short dead-end pipe sections not swabbed by a pig. 35 d. Once pigging is complete: 36 1) Pigging wyes shall remain in place unless otherwise specified in the 37 Contract Documents. 38 2) install cleaning wye, blind flanges or mechanical joint plugs. CITY OF FORT WORTIi STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330440-4 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 4 of 7 3) Plug and place blocking at other openings. 2 4) Backfill 3 5) Complete all appurtenant work necessary to secure the system and proceed 4 with disinfection. 5 C. Flushing Method 6 I. Prepare the main by installing blow -offs at appropriate locations, of sufficient sizes 7 and numbers, and with adequate flushing to achieve a minimum velocity in the 8 main of 2.5 feet per second. 9 a. Minimum blow -off sizes for various main sizes are as follows: 10 I) 4-inch through 8-inch main —3/4-inch blow -off 11 2) 10-inch through 12-inch main — 1-inch blow -off 12 3) 16-inch and greater main —2-inch blow -off 13 b. Flushing shall be subject to the following limitations: 14 I) Limit the volume of water for flushing to 3 times the volume of the water 15 main. 16 2) Do not unlawfully discharge chlorinated water. 17 3) Do not damage private property. t 8 4) Do not create a traffic hazard. 19 c. Once Flushing is complete: 20 1) Corporations stops used for flushing shall be plugged. 21 D. Daily main cleaning 22 I. Wipe joints and then inspect for proper installation. 23 2. Sweep each joint and keep clean during construction. 24 3. Install a temporary plug on all exposed mains at the end of each working day or an 25 extended period of work stoppage. 26 E. Hydrostatic Testing 27 1. All water main that is to be under pressure, shall be hydrostatically tested to meet 28 the following criteria: 29 a. Furnish and install corporations for proper testing of the main. 30 1) Furnish adequate and satisfactory equipment and supplies necessary to 31 make such hydrostatic tests. 32 2) The section of line to be tested shall be gradually filled with water, 33 carefully expelling the air and the specified pressure applied. 34 b. The City will furnish water required for the testing at its nearest City line. 35 c. Expel air from the pipe before applying the required test pressure. 36 d. Test Pressure 37 1) Test pressures should meet the following criteria: 38 a) Not less than 1.25 (187 psi mininnun) times the stated working 39 pressure of the pipeline measured at the highest elevation along the test 40 section. 41 b) Not less that 1.5 (225 psi minimum) limes the stated working pressure 42 at the lowest elevation of the test section. 43 e. Test Conditions 44 1) Must be at least 2 hour duration 45 2) Add water as necessary to sustain the required test pressure. 46 3) Test Fire hydrants to the fire hydrant valve. cur OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Judy I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project Na 01233 330440-5 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 5 of 7 l a) Leave the isolation valve on the fire hydrant lead line open during the 2 hydrostatic testing. 3 4) Close isolation valves for air release valves. 4 5) Makeup water must come from a container of fixed 55 gallon container that 5 does not have a water source. 6 f. Measure all water used in the pressure test through an approved meter, or 7 measure the difference in volume within a 55 gallon container. 8 1) Do not test against existing water distribution valves unless expressly 9 provided for in the Drawings, or approved by the City. 10 2) if the City denies approval to test against existing water distribution system 11 valve, then make arrangements to plug and test the pipe at no additional 12 cost. 13 2. Allowable Leakage 14 a. No pipe installation should be accepted if the amount of makeup water is 15 greater than that determined using the following formula: 16 In inch -pound units, 17 L= SD'JP 18 148,000 19 20 Where: 21 L = testing allowance (make up water), gallons per hour 22 S = length of pipe tested, ft. 23 D = nominal diameter of pipe, in. 24 P = average test pressure during the hydrostatic test, psi 25 b. For any pipeline that fails to pass hydrostatic test: 26 I) Identify the cause 27 2) Repair the leak 28 3) Restore the trench and surface 29 4) Retest 30 c. All costs associated with repairing the pipeline to pass the hydrostatic test is the 31 sole responsibility of the Contractor and included in the price per linear foot of 32 pipe. 33 d. If the City determines that an existing system valve is responsible for the 34 hydrostatic test to fail, the Contractor shall make provisions to test the pipeline 35 without the use of the system valve. 36 e. There shall be no additional payment to the Contractor if the existing valve is 37 unable to sustain the hydrostatic test and shall be included in the price per linear 38 foot of pipe. 39 F. Disinfection 40 I. General 41 a. Disinfection of the main shall be accomplished by the "continuous feed" 42 method or the "slug" method as determined by the Contractor. 43 b. The free chlorine amounts shown are minimums. The Contractor may require 44 higher rates. 45 1) Calcium hypochlorite granules shall be used as the source of chlorine. 46 c. Continuous Feed Method 47 I) Apply water at a constant rate in the newly laid main. 48 a) Use the existing distribution system or other approved source of 49 supply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIP Contract 5C Hatcher Street 8& Richardson Street City Project No. 01233 330440-6 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 6 of 7 I 2) At a point not more than 10 feet downstream from the beginning of the new 2 main, water entering the new main shall receive a dose of chlorine. 3 a) Free chlorine concentration: 50 mg/L minimum, or as required by 4 TCEQ, whichever is greater. 5 b) Chlorine applications shall not cease until the entire conduit is filled 6 with heavily chlorinated water. 7 3) Retain chlorinated water in the main for at least 24 hours. 8 a) Operate valves and hydrants in the section treated in order to disinfect 9 the appurtenances. 10 b) Prevent the flow of chlorinated water into mains in active service. 1 1 c) Residual at the end of the 24-hour period: 10 mg /L free chlorine, 12 minimum, for the treated water in all portions of the main. 13 4) Flush the heavily chlorinated water from the main and dispose of in a 14 manner and at a location accepted by the City. 15 5) Test the chlorine residual prior to flushing operations. 16 a) If the chlorine residual exceeds 4 mg/L, the water shall remain in the 17 new main until the chlorine residual is less the 4 mg/L. 18 b) The Contractor may choose to evacuate the water into water trucks, or 19 other approved storage t cility, and treat the water with Sodium 20 Bisulfate, or another de -chlorination chemical, or method appropriate 21 for potable water and approved by the City until the chlorine residual is 22 reduced to 4 mg/L or less. 23 c) After the specified chlorine residual is obtained, the water may then be 24 discharged into the drainage system or utilized by the Contractor. 25 d. Slug Method 26 I) Water from the existing distribution system or other approved source of 27 supply shall be made to flow at a constant rate in the newly laid main. 28 2) At a point not more than 10 feet downstream from the beginning of the new 29 main, water entering the new main shall receive a dose of chlorine. 30 a) Free chlorine concentration: 100 mg/L minimum, or as required by 3I TCEQ, whichever is greater. 32 b) The chlorine shall be applied continuously and for a sufficient time to 33 develop a solid column or "slug" of chlorinated water that shall expose 34 all interior surfaces to the "slug" for at least 3 hours. 35 3) Operate the fittings and valves as the chlorinated water flows past to 36 disinfect the appurtenances. 37 4) Prevent the flow of chlorinated water into mains in active service. 33 5) Flush the heavily chlorinated water from the main and dispose of in a 39 manner and at a location accepted by the City. 40 6) Upon completion, test the chlorine residual remaining in the main. 41 a) Chlorine levels of 4 mg/I or less should be maintained. 42 2. Contractor Requirements 43 a. Furnish all equipment, material and labor to satisfactorily prepare the main for 44 the disinfection method approved by the City with adequate provisions for 45 sampling. 46 b. Make all necessary taps into the main to accomplish chlorination of a new line, 47 unless otherwise specified in the Contract Documents. Crry OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I 2011 2008 CIP Contract 5C Hatcher Street Sc Richardson Street City Project No. 01233 330440-7 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 7 of 7 1 c. After satisfactory completion of the disinfection operation, as determined by 2 the City, remove surplus pipe at the chlorination and sampling points, plug the 3 remaining pipe, backfill and complete all appurtenant work necessary to secure 4 the main. 5 G. Bacteriological Testing (Water Sampling) 6 1. General 7 a. Notify the City when the main is suitable for sampling. 8 b. The City shall then take water samples from a suitable tap for analysis by the 9 City's laboratory, unless otherwise specified in the Contract Documents. 10 1) No hose or fire hydrant shall be used in the collection of samples. I I 2. Water Sampling 12 a. Complete microbiological sampling prior to connecting the new main into the 13 existing distribution system in accordance with AWWA C651. 14 b. Collect samples for bacteriological analysis in sterile bottles treated with 15 sodium thiosulfate. 16 c. Collect 2 consecutive sets of acceptable satnples, taken at least 24 hours apart, 17 from the new main. 18 d. Collect at least 1 set of samples from every 1,000 linear feet of the new main 19 (or at the next available sampling point beyond 1,000 linear feet as designated 20 by the City), plus I set from the end of the line and at least 1 set from each 21 branch. 22 e. if trench water has entered the new main during construction or, if in the 23 opinion of the City, excessive quantities of dirt or debris have entered the new 24 main, obtain bacteriological samples at intervals of approximately 200 linear 25 feet. 26 f. Obtain samples from water that has stood in the new main for at least 16 hours 27 after formal flushing. 28 3. Repetition of Sampling 29 a. Unsatisfactory test results require a repeat of the disinfection process and re- 30 sampling as required above until a satisfactory sample is obtained. 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 END OF SECTION 36 37 Revision Log DA"1.E NAME SUMMARY OF CHANGE CITY OF FORT WORT' I STANDARD CONSTRUCHON SPECI FICA i ION DOCUMENTS Revised July I, 2011 2008 CH' Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330510-1 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACK FILL Page 1 of 18 SECTION 33 05 10 2 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavation, Embedment and Backfill for: 7 a. Pressure Applications 8 1) Water Distribution or Transmission Main 9 2) Wastewater Force Main 10 3) Reclaimed Water Main 11 b. Gravity Applications 12 1) Wastewater Gravity Mains 13 2) Storm Sewer Pipe and Culverts 14 3) Storm Sewer Precast Box and Culverts 15 2. Including: 16 a. Excavation of all material encountered, including rock and unsuitable materials 17 b. Disposal of excess unsuitable material 18 c. Site specific trench safety 19 d. Pumping and dewatering 20 e. Embedment 21 f. Backfill 22 g. Compaction 23 B. Deviations from this City of Fort Worth Standard Specification 24 I. None. 25 C. Related Specification Sections include, but are not necessarily limited to: 26 I. Division 0— Bidding Requirements, Contract Forms, and Conditions of the 27 Contract 28 2. Division 1 — General Requirements 29 3. Section 02 41 13 — Selective Site Demolition 30 4. Section 02 41 15 — Paving Removal 31 5. Section 0241 14— Utility Removal/Abandonment 32 6. Section 03 34 13 — Controlled Low Strength Material (CLSM) 33 7. Section 31 10 00 — Site Clearing 34 3. Section 3!25 00 — Erosion and Sediment Control 35 9. Section 33 05 26 — Utility Markers/Locators 36 10. Section 34 71 13 —Traffic Control 37 1.2 PRICE AND PAYMENT PROCEDURES 38 A. Measurement and Payment 39 1. Trench Excavation, Embedment and Backfill associated with the installation of an 40 underground utility or excavation CITY OF roar WORT!1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 C1P Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 05 10 -2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND HACKFILL Page 2 or 18 1 a. Measurement 2 1) This (tem is considered subsidiary to the installation of the utility pipe line 3 as designated in the Drawings. 4 b. Payment 5 1) The work performed and the materials furnished in accordance with this 6 Item are considered subsidiary to the installation of the utility pipe for the 7 type of embedment and backfill as indicated on the plans. No other 8 compensation will be allowed. 9 2. Imported Embedment or Backfill 10 a. Measurement 1 I 1) Measured by the cubic yard as delivered to the site and recorded by truck 12 ticket provided to the City 13 b. Payment 14 1) Imported fill shall only be paid when using materials for embedment and 15 backfill other than those identified in the Drawings. The work performed 16 and materials furnished in accordance with pre -bid item and measured as 17 provided under "Measurement" will be paid for at the unit price bid per 18 cubic yard of"Imported Embedment/Backfill" delivered to the Site for: 19 a) Various embedment/backfill materials 20 c. The price bid shall include: 21 1) Furnishing backfill or embedment as specified by this Specification 22 2) Hauling to the site 23 3) Placement and compaction of backfill or embedment 24 3. Ground Water Control 25 a. Measurement 26 1) Measurement shall be lump sum when a ground water control plan is 27 specifically required by the Contract Documents. 28 b. Payment 29 1) Payment shall be per the lump sum price bid for "Ground Water Control" 30 including: 31 a) Submittals 32 b) Additional Testing 33 c) Ground water control system installation 34 d) Ground water control system operations and maintenance 35 e) Disposal of water 36 t) Removal of ground water control system 37 38 39 40 41 42 43 44 45 46 47 4. Trench Safety a. Measurement 1) Measured per linear foot of excavation for all trenches that require trench safety in accordance with OSHA excavation safety standards (29 CFR Part 1926 Subpart P Safety and Health regulations for Construction) b. Payment I) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of excavation to comply with OSHA excavation safety standards (29 CFR Part 1926.650 Subpart P), including, but not limited to, all submittals, labor and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Ilatcher Street & Richardson Street City Project No. 01233 I 1.3 REFERENCES 2 A. Definitions 3 4 5 6 7 8 9 10 II 12 4. Excavated Trench Depth — Distance from the surface to the bottom of the bedding 13 or the trench foundation 14 5. Final Backfill Depth 15 a. Unpaved Areas — The depth of the final backfill measured from the top of the 16 initial backfill to the surface 17 b. Paved Areas — The depth of the final backfill measured from the lop of the 18 initial backfill to bottom of permanent or temporary pavement repair 19 B. Reference Standards 330510-3 UTILITY TRENCH EXCAVATION, EMI3EDMENT, AND BACKFILI. Page 3 of 18 I. General — Definitions used in this section are in accordance with Terminologies ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise noted. 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, hunching bedding, springline, pipe zone and foundation are defined as shown in the following schematic: SPRIl' IN- HALING-INC 3_.. NO FCIADA ION UNPK'•;-D AREAS \CAVA.-E - ENC- '4:DT- FP.R;+.\CF 3. Deleterious materials— Harmful materials such as clay lumps, silts and organic material CITY OP FORT woli'rl1 STANDARD ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 33 05 10 -4 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 4 of 18 1 I. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specifically cited. 4 2. ASTM Standards: 5 a. ASTM C33-08 Standard Specifications for Concrete Aggregates 6 b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or 7 Magnesium Sulfate 8 c. ASTM C I36-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate 9 d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and 10 Bridge Construction. 11 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large- 12 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 13 f. ASTM D588 — Standard Test method for Moisture -Density Relations of Soil- 14 Cement Mixture 15 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 16 Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-to/M3)). 17 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 18 Place by Sand Cone Method. 19 i. ASTM 2487 — 10 Standard Classification of Soils for Engineering Purposes 20 (Unified Soil Classification System) 21 j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 22 and Other Gravity -Flow Applications 23 k. ASTM D2922 — Standard Test Methods for Density of Soils and Soil 24 Aggregate in Place by Nuclear Methods (Shallow Depth) 25 I. ASTM 3017 - Standard Test Method for Water Content of Soil and Rock in 26 place by Nuclear Methods (Shallow Depth) 27 m. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit 28 Weight of Soils and Calculations of Relative Density 29 3. OSHA 30 a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety 31 Regulations for Construction, Subpart P - Excavations 32 1.4 ADMINISTRATIVE REQUIREMENTS 33 A. Coordination 34 1. Utility Company Notification 35 a. Notify area utility companies at least 48 hours in advance, excluding weekends 36 and holidays, before starting excavation. 37 b. Request the location of buried lines and cables in the vicinity of the proposed 33 work. 39 B. Sequencing 40 I . Sequence work for each section of the pipe installed to complete the embedment 41 and backfill placement on the day the pipe foundation is complete. 42 2. Sequence work such that proctors are complete in accordance with ASTM D698 43 prior to commencement of construction activities. 44 1.5 SUBMITTALS 45 A. Submittals shall be in accordance with Section 01 33 00. 46 B. All submittals shall be approved by the Engineer or the City prior to construction. CITY OF PONE WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACK ILL Page 5 of IS 43 2. Data is made available for the convenience of the Contractor. I 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Shop Drawings 3 I. Provide detailed drawings and explanation for ground water and surface water 4 control, if required. 5 2. Trench Safety Plan in accordance with Occupational Safety and Health 6 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - 7 Excavations 8 3. Stockpiled excavation and/or backfill material 9 a. Provide a description of the storage of the excavated material only if the 10 11 Contract Documents do not allow storage of materials in the right-of-way of the easement. 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED[ 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING 16 A. Storage 17 1. Within Existing Rights -of -Way (ROW) 18 a. Spoil, imported embedment and backfill materials may be stored within 19 existing ROW, easements or temporary construction easements, unless 20 specifically disallowed in the Contract Documents. 21 b. Do not block drainage ways, inlets or driveways. 22 c. Provide erosion control in accordance with Section 31 25 00. 23 d. 24 Store materials only in areas barricaded as provided in the traffic control plans. e. In non -paved areas, do not store material on the root zone of any trees or in 25 landscaped areas. 26 2. Designated Storage Areas 27 a. If the Contract Documents do not allow the storage of spoils, embedment or 28 backfill materials within the ROW, easement or temporary construction 29 easement, then secure and maintain an adequate storage location. 30 b. Provide an affidavit that rights have been secured to store the materials on 31 private property. 32 c. Provide erosion control in accordance with Section 3I 25 00. 33 d. Do not block drainage ways. 34 e. Only materials used for l working day will be allowed to be stored in the work 35 zone. 36 B. Deliveries and haul -off - Coordinate all deliveries and haul -off. 37 1.11 FIELD [SITE] CONDITIONS 38 A. Existing Conditions 39 1. Any data which has been or may be provided on subsurface conditions is not 40 intended as a representation or warranty of accuracy or continuity between soils. It 41 is expressly understood that neither the City nor the Engineer will be responsible 42 for interpretations or conclusions drawn there lion by the Contractor. CH'Y of FoRr WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 330510-6 UTILITY TRENCII EXCAVATION, EMI3EDMENI, AND BACKPILL Page 6 of 18 I 1.12 WARRANTY [NOT USED] 2 PART2- PRODUCTS 3 2.1 OWNER -FURNISHED load OWNER -SUPPLIED PRODUCTS 4 2.2 MATERIALS 5 A. Materials 6 L Utility Sand 7 a. Granular and free flowing 8 b. Generally meets or exceeds the limits on deleterious substances per Table 1 for 9 fine aggregate according to ASTM C 33 10 c. Reasonably free of organic material 11 d. Sieve Size Percent Retained 1 inch 0 3/8 inch 0-10 #40 20-60 4100 95 12 2. Crushed Rock 13 a. Durable crushed rock or recycled concrete 14 b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 15 c. May be unwashed 16 d. Free from significant silt clay or unsuitable materials 17 e. Percentage of wear not more than 40 percent per ASTM C I31 or C535 18 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 19 sodium sulfate soundness per ASTM C88 20 3. Fine Crushed Rock 21 a. Durable crushed rock 22 b. Meets the gradation of ASTM D448 size numbers 8 or 89 23 c. May be unwashed 24 d. Free from significant silt clay or unsuitable materials. 25 e. Have a percentage of wear not more than 40 percent per ASTM C I31 or C535 26 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 27 sodium sulfate soundness per ASTM C88 28 4. Ballast Stone 29 a. Stone ranging from 3 inches to 6 inches in greatest dimension. 30 b. May be unwashed 31 c. Free from significant silt clay or unsuitable materials 32 d. Percentage of wear not more than 40 percent per ASTM C 13 1 or C535 33 e. Not more than a 12 percent maximum Toss when subjected to 5 cycles of 34 sodium sulfate soundness per ASTM C88 35 5. Acceptable Backfill Material 36 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 37 ASTM D2487 33 b. Free from deleterious materials, boulders over 6 inches in size and organics 39 c. Can be placed flee from voids CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIE Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330510-7 UTILITY TRENCII EXCAVATION, EMBEDMENT, AND 'ACKFILL Page 7 of 18 d. Must have 20 percent passing the number 200 sieve 2 6. Blended Backfill Material 3 a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 4 b. Blended with in -situ or imported acceptable backfill material to meet the 5 requirements of an Acceptable Backfill Material 6 c. Free from deleterious materials, boulders over 6 inches in size and organics 7 d. Must have 20 percent passing the number 200 sieve 8 7. Unacceptable Backfill Material 9 a. In -situ soils classified as ML, MIT PT, OL or OH in accordance with ASTM 10 D2487 1 I 8. Select Fill 12 a. Classified as SC or CL in accordance with ASTM D2487 13 b. Liquid limit less than 35 14 c. Plasticity index between 8 and 20 15 9. Cement Stabilized Sand (CSS) 16 a. Sand or silty sand 17 b. Free of clay or plastic material 18 c. Minimum of 4 percent cement content of Type VII portland cement 19 d. 100 to 150 psi compressive strength at 2 days in accordance with ASTM 20 DI633, Method A 21 e. 200 to 250 psi compressive strength at 23 clays in accordance with ASTM 22 D1633, Method A 23 f. Mix in a stationary pug mill, weigh -batch or continuous mixing plant 24 10. Controlled Low Strength Material (CLSM) 25 a. Conform to Section 03 34 13 26 II. Trench Geotextile Fabric 27 a. Soils other than ML or OH in accordance with ASTM D2487 28 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 29 2) Fibers shall retain their relative position 30 3) Inert to biological degradation 31 4) Resist naturally occurring chemicals 32 5) UV Resistant 33 6) Mirafi 140N by Tencate, or approved equal 34 b. Soils Classified as ML or OH in accordance with ASTM D2487 35 1) High -tenacity monofilament polypropylene woven yarn 36 2) Percent open area of 8 percent tolO percent 37 3) Fibers shall retain their relative position 38 4) Inert to biological degradation 39 5) Resist naturally occurring chemicals 40 6) UV Resistant 41 7) Miraft FW402 by Tencate, or approved equal err): OF FORT worm' STANDARD CONSTRUCTION ION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C ',etcher Street & Richardson Street City Project No. 01233 330510-8 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 8 of 18 I 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USEDI 3 PART 3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION 6 A. Verification of Conditions 7 1. Review all known, identified or marked utilities, whether public or private, prior to 8 excavation. 9 2. Locate and protect all known, identified and marked utilities or underground 10 facilities as excavation progresses. I I 3. Notify all utility owners within the project limits 48 hours prior to beginning 12 excavation. 13 4. The information and data shown in the Drawings with respect to utilities is 14 approximate and based on record information or on physical appurtenances 15 observed within the project limits. 16 5. Coordinate with the Owner(s) of underground facilities. 17 6. Immediately notify any utility owner of damages to underground facilities resulting 18 from construction activities. 19 7. Repair any damages resulting from the construction activities. 20 B. Notify the City immediately of any changed condition that impacts excavation and 21 installation of the proposed utility. 22 3.3 PREPARATION 23 A. Protection of In -Place Conditions 24 1. Pavement 25 a. Conduct activities in such a way that does not damage existing pavement that is 26 designated to remain. 27 b. Repair or replace any pavement damaged due to the negligence of the 28 contractor outside the Iimits designated for pavement removal at no additional 29 cost to the City. 30 2. Trees 31 a. When operating outside of existing ROW, stake permanent and temporary 32 construction easements. 33 b. Restrict all construction activities to the designated easements and ROW. 34 c. Flag and protect all trees designated to remain in accordance with Section 31 10 35 00. 36 d. Conduct excavation, embedment and backfill in a manner such that there is no 37 damage to the tree canopy. 38 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 39 specifically allowed by the City. 40 1) Pruning or trimming may only be accomplished with equipments 41 specifically designed for tree pruning or trimming. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street 2 Richardson Street City Project No. 01233 330510-9 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILI. Page 9 of 18 1 f. Remove trees specifically designated to be removed in the Drawings in 2 accordance with Section 31 10 00. 3 3. Above ground Structures 4 a. Protect all above ground structures adjacent to the construction. 5 b. Remove above ground structures designated for removal in the Drawings in 6 accordance with Section 02 41 13 7 4. Traffic 8 a. Maintain existing traffic, except as modified by the traffic control plan, and in 9 accordance with Section 34 71 13. 10 b. Do not block access to driveways or alleys for extended periods of time unless: 11 1) Alternative access has been provided 12 2) Proper notification has been provided to the property owner or resident 13 3) It is specifically allowed in the traffic control plan 14 c. Use traffic rated plates to maintain access until access is restored. 15 5. Traffic Signal — Poles, Mast Arms, Pull boxes, Detector loops 16 a. Notify the City's Traffic Services Division a minimum of 48 hours prior to any 17 excavation that could impact the operations of an existing traffic signal. 18 b. Protect all traffic signal poles, mast arms, pull boxes, Traffic cabinets, conduit 19 and detector loops. 20 c. Immediately notify the City's Traffic Services Division if any damage occurs to 21 any component of the traffic signal due to the contractors activities. 22 d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic 23 cabinets, conduit and detector loops as a result of the construction activities. 24 6. Fences 25 a. Protect all fences designated to remain. 26 b. Leave fence in the equal or better condition as prior to construction. 27 3.4 INSTALLATION 28 A. Excavation 29 1. Excavate to a depth indicated on the Drawings. 30 2. Trench excavations are defined as unclassified. No additional payment shall be 31 granted for rock or other in -situ materials encountered in the trench. 32 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 33 and bracing in accordance with the Excavation Safety Plan. 34 4. The bottom of' the excavation shall be firm and free from standing water. 35 a. Notify the City immediately if the water and/or the in -situ soils do not provide 36 for a firm Trench bottom. 37 b. The City will determine if any changes are required in the pipe foundation or 33 bedding. 39 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 40 excavation shall not advance beyond the pipe placement so that the trench may be 41 backtilled in the same day, 42 6. Over Excavation 43 a. Fill over excavated areas with the specified bedding material as specified for 44 the specific pipe to be installed. 45 b. No additional payment will be made for over excavation or additional bedding 46 material. cm/ OF FORT wORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CII' Contract SC Hatcher Street &. Richardson Street City Project No. 01233 330510-10 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page l0of18 1 7. Unacceptable Backfill Materials 2 a. In -situ soils classified as unacceptable backfill material shall be separated from 3 acceptable backfill materials. 4 b. if the unacceptable backfill material is to be blended in accordance with this 5 Specification, then store material in a suitable location until the material is 6 blended. 7 c. Remove all unacceptable material from the project site that is not intended to be 8 blended or modified. 9 8. Rock — No additional compensation will be paid for rock excavation or other 10 changed field conditions. 11 B. Shoring, Sheeting and Bracing 12 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 13 specific excavation safety system in accordance with Federal and State 14 requirements. 15 2. Excavation protection systems shall be designed according to the space limitations 16 as indicated in the Drawings. 17 3. Furnish, put in place and maintain a trench safety system in accordance with the 18 Excavation Safety Plan and required by Federal, State or local safety requirements. 19 4. If soil or water conditions are encountered that are not addressed by the current 20 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 21 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 22 City. 23 5. Do not allow soil, or water containing soil, to migrate through the Excavation 24 Safety System in sufficient quantities to adversely affect the suitability of the 25 Excavation Protection System. Movable bracing, shoring plates or trench boxes 26 used to support the sides of the trench excavation shall not: 27 a. Disturb the embedment located in the pipe zone or lower 28 b. Alter the pipe's line and grade after the Excavation Protection System is 29 removed 30 c. Compromise the compaction of the embedment located below the spring line of 31 the pipe and in the haunching 32 C. Water Control 33 1. Surface Water 34 a. Furnish all materials and equipment and perform all incidental work required to 35 direct surface water away from the excavation. 36 2. Ground Water 37 a. Furnish all materials and equipment to dewater ground water by a method 38 which preserves the undisturbed state of the subgrade soils. 39 b. Do not allow the pipe to be submerged within 24 hours after placement. 40 c. Do not allow water to flow over concrete until it has sufficiently cured. 41 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 42 Control Plan if any of the following conditions are encountered: 43 1) A Ground Water Control Plan is specifically required by the Contract 44 Documents 45 2) If in the sole judgment of the City, ground water is so severe that an 46 Engineered Ground Water Control Plan is required to protect the trench or 47 the installation of the pipe which may include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Thatcher Street & Richardson Street City Project No. 01233 330510 -11 UTILFIY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILI. Page 11 of 18 a) Ground water levels in the trench are unable to be maintained below 2 the top of the bedding 3 b) A firm trench bottom cannot be maintained due to ground water 4 c) Ground water entering the excavation undermines the stability of the 5 excavation. 6 d) Ground water entering the excavation is transporting unacceptable 7 quantities of soils through the Excavation Safety System. 8 e. In the event that there is no bid item for a Ground Water Control and the City 9 requires an Engineered Ground Water Control Plan due to conditions 10 discovered at the site, the contractor will be eligible to submit a change order. 11 f. Control of ground water shall be considered subsidiary to the excavation when: 12 I) No Ground Water Control Plan is specifically identified and required in the 13 Contract Documents 14 g. Ground Water Control Plan installation, operation and maintenance 15 I) Furnish all materials and equipment necessary to implement, operate and 16 maintain the Ground Water Control Plan. 17 2) Once the excavation is complete, remove all ground water control 18 equipment not called to be incorporated into the work. 19 h. Water Disposal 20 I) Dispose of ground water in accordance with City policy or Ordinance. 21 2) Do not discharge ground water onto or across private property without 22 written permission. 23 3) Permission from the City is required prior to disposal into the Sanitary 24 Sewer. 25 4) Disposal shall not violate any Federal, State or local regulations. 26 D. Embedment and Pipe Placement 27 I. Water Lines less than, or equal to, 12 inches in diameter: 28 a. The entire embedment zone shall be of uniform material. 29 b. Utility sand shall be generally used for embedment. 30 e. If ground water is in sufficient quantity to cause sand to pump, then use 31 crushed rock as embedment. 32 1) If crushed rock is not specifically identified in the Contract Documents, 33 then crushed rock shall be paid by the pre -bid unit price. 34 d. Place evenly spread bedding material on a firm trench bottom. 35 e. Provide firm, uniform bedding. 36 f. Place pipe on the bedding in accordance with the alignment of the Drawings. 37 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 38 proposed grade, unless specifically called for in the Drawings. 39 h. Place embedment, including initial backfill, to a minimum of 6 inches, but not 40 more than 12 inches, above the pipe. 41 i. Where gate valves are present, the initial backfill shall extend to 6 inches above 42 the elevation of the valve nut. 43 j. Form all blocking against undisturbed trench wall to the dimensions in the 44 Drawings. 45 k. Compact embedment and initial backfill. 46 I. Place marker tape on top of the initial wench backlit] in accordance with 47 Section 33 05 26. 48 2. Water Lines 16-24 inches in Diameter 49 a. The entire embedment zone shall be of uniform material. CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUiNIENT5 Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330510-12 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 12 of 18 1 b. Utility sand may be used for embedment when the excavated trench depth is 2 less than 15 feet deep. 3 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 4 trench depths greater than 15 feet deep. 5 d. Crushed rock shall be used for embedment for steel pipe. 6 e. Provide trench geotextile fabric at any location where crushed rock or fine 7 crushed rock come into contact with utility sand 8 f. Place evenly spread bedding material on a firm trench bottom. 9 g. Provide firm, uniform bedding. 10 1) Additional bedding may be required if ground water is present in the 11 trench. 12 2) If additional crushed rock is required not specifically identified in the 13 Contract Documents, then crushed rock shall be paid by the pre -bid unit 14 price. 15 h. Place pipe on the bedding according to the alignment shown on the Drawings. 16 i. The pipe line shall be within: 17 1) +3 inches of the elevation on the Drawings for I6-inch and 24-inch water 18 lines 19 j. Place and compact embedment material to adequately support haunches in 20 accordance with the pipe manufacturer's recommendations. 21 k. Place remaining embedment including initial backfill to a minimum of 6 inches, 22 but not more than 12 inches, above the pipe. 23 I. Where gate valves are present, the initial backfill shall extend to up to the valve 24 nut. 25 m. Compact the embedment and initial backfill to 95 percent Standard Proctor 26 ASTM D 698. 27 n. Density test may be performed by City to verify that the compaction of 28 embedment meets requirements. 29 0. Place trench geotextile fabric on top of the initial backfill. 30 p. Place marker tape on top of the trench geotextile fabric in accordance with 31 Section 33 05 26. 32 3. Water Lines Greater than 24 Inches in Diameter 33 a. The entire embedment zone shall be of uniform material. 34 b. Crushed rock shall be used for embedment. 35 c. Provide trench geotextile fabric at any location where crushed rock or fine 36 crushed rock come into contact with utility sand. 37 d. Place evenly spread bedding material on a firm trench bottom. 38 e. Provide firm, uniform bedding. 39 1) Additional bedding may be required if ground water is present in the 40 trench. 41 2) If additional crushed rock is required which is not specifically identified in 42 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 43 price. 44 f. Place pipe on the bedding according to the alignment shown on the Drawings. 45 g. The pipe line shall be within: 46 I) ±1 inch of the elevation on the Drawings for 30-inch and larger water lines 47 h. Place and compact embedment material to adequately support haunches in 48 accordance with the pipe manufacturer's recommendations. 49 i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall 50 not exceed the spring line prior to compaction. CIFY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 33 05 10 - 13 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 13 of 18 j. Place remaining embedment, including initial backfill, to a minimum of 6 2 inches, but not more than 12 inches, above the pipe. 3 k. Where gate valves are present, the initial backfill shall extend to up to the valve 4 nut. 5 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 6 ASTM D 698. 7 in. Density test may be performed by City to verify that the compaction of 8 embedment meets requirements. 9 n. Place trench geotextile fabric on top of the initial backfill. 10 0. Place marker tape on top of the trench geotextile fabric in accordance with Section 33 05 26. 12 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) 13 a. The entire embedment zone shall be of uniform material. 14 b. Crushed rock shall be used for embedment. 15 c. Place evenly spread bedding material on a firm trench bottom. 16 d. Spread bedding so that lines and grades are maintained and that there are no 17 sags in the sanitary sewer pipe line. 18 e. Provide firm, uniform bedding. 19 I) Additional bedding may be required if ground water is present in the 20 trench. 21 2) If additional crushed rock is required which is not specifically identified in 22 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 23 price. 24 f.. Place pipe on the bedding according to the alignment shown in the Drawings. 25 g. The pipe line shall be within +0.1 inches of the elevation on the Drawings. 26 h. Place and compact embedment material to adequately support haunches in 27 accordance with the pipe manufacturer's recommendations. 28 i. For sewer Tines greater than 30 inches in diameter, the embedment lift shall not 29 exceed the spring line prior to compaction. 30 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 31 but not more than 12 inches, above the pipe. 32 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 33 ASTM D 698. 34 I. Density test may be performed by City to verify that the compaction of 35 embedment meets requirements. 36 m. Place trench geotextile fabric on top of the initial backfill. 37 n. Place marker tape on top of the trench geotextile fabric in accordance with 38 Section 33 05 26. 39 5. Storm Sewer (RCP) 40 a. The bedding and the pipe zone up to the spring line shall be of uniform 41 material. 42 b. Crushed rock shall be used for embedment up to the spring line. 43 c. The specified backfill material may be used above the spring line. 44 d. Place evenly spread heckling material on a firm trench bottom. 45 e. Spread bedding so that lines and grades are maintained and that there are no 46 sags in the storm sewer pipe line. 47 f. Provide firm, uniform bedding. 48 1) Additional bedding may be required if ground water is present in the 49 trench. CITY OF PORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised .luly 1, 2011 2003 CIP Contract 5C Walther Street & Richardson Street City Project No. 01233 330510-14 UTILITY TRENCI I EXCAVATION, EMBEDMENT, AND BACKFILL Page 14 of 18 I 2) If additional crushed rock is required which is not specifically identified in 2 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 3 price. 4 g. Place pipe on the bedding according to the alignment of the Drawings. 5 h. The pipe line shall be within +0.1 inches of the elevation on the Drawings. 6 i. Place embedment material up to the spring line. 7 1) Place embedment to ensure that adequate support is obtained in the haunch. 8 j. Compact the embedment and initial backfill to 95 percent Standard Proctor 9 ASTM D 698. 10 k. Density test may be performed by City to verify that the compaction of I embedment meets requirements. 12 I. Place trench geotextile fabric on top of pipe and crushed rock. 13 6. Storm Sewer Reinforced Concrete Box 14 a. Crushed rock shall be used for bedding. 15 b. The pipe zone and the initial backfill shall be: 16 1) Crushed rock, or 17 2) Acceptable backfill material compacted to 95 percent Standard Proctor 18 density 19 c. Place evenly spread compacted bedding material on a firm trench bottom. 20 d. Spread bedding so that lines and grades are maintained and that there are no 21 sags in the storm sewer pipe line. 22 e. Provide firm, uniform bedding. 23 I) Additional bedding may be required if ground water is present in the 24 trench. 25 2) If additional crushed rock is required which is not specifically identified in 26 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 27 price. 28 f. Fill the annular space between multiple boxes with crushed rock, CLSM 29 according to 03 34 13 or cement stabilized sand (CSS). 30 g. Place pipe on the bedding according to the alignment of the Drawings. 31 h. The pipe shall be within +0.1 inches of the elevation on the Drawings. 32 i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM 33 D698. 34 7. Water Services (Less than 2 Inches in Diameter) 35 a. The entire embedment zone shall be of uniform material. 36 b. Utility sand shall be generally used for embedment. 37 c. Place evenly spread bedding material on a firm trench bottom. 38 d. Provide firm, uniform bedding. 39 e. Place pipe on the bedding according to the alignment of the Plans. 40 f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 41 8. Sanitary Sewer Services 42 a. The entire embedment zone shall be of uniform material. 43 b. Crushed rock shall be used for embedment. 44 c. Place evenly spread bedding material on a firm trench bottom. 45 d. Spread bedding so that lines and grades are maintained and that there are no 46 sags in the sanitary sewer pipe line. 47 c. Provide firm, uniform bedding. 48 I) Additional bedding may be required if ground water is present in the 49 trench. CITY OF PORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330510-15 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKIIL.L Page 15 of 18 2 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 3 price. 4 f. Place pipe on the bedding according to the alignment of the Drawings. 5 g. Place remaining embedment, including initial backfill, to a minimum of 6 6 inches, but not more than 12 inches, above the pipe. 7 h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 8 j. Density test may be required to verify that the compaction meets the density 9 requirements. 10 E. Trench Backfill 11 I. At a minimum, place backfill in such a manner that the required in -place density 12 and moisture content is obtained, and so that there will be no damage to the surface, 13 pavement or structures due to any trench settlement or trench movement. 14 a. Meeting the requirement herein does not relieve the responsibility to damages 15 associated with the Work. 16 2. Backfill Material 17 a. Final backfill depth less than 15 feet 18 1) Backfill with: 19 a) Acceptable backfill material 20 h) Blended backfill material, or 21 c) Select backfill material, CSS, or CLSM when specifically required 22 b. Final backfill depth greater than 15 feet and under pavement or future pavement 23 1) Backfill depth from 0-15 feet deep 24 a) Backfill with: 25 (I) Acceptable backfill material 26 (2) Blended backfill material, or 27 (3) Select backfill material, CSS, or CLSM when specifically required 28 2) Backfill depth greater than 15 feet deep 29 a) Backfill with: 30 (I) Select Fill 31 (2) CSS, or 32 (3) CLSM when specifically required 33 c. Final backfill depth greater than 15 feet and not under pavement or future 34 pavement 35 I) Backfill with: 36 a) Acceptable backfill material, or 37 b) Blended backfill material 38 3. Required Compaction and Density 39 a. Final backfill depths less than 15 feet 40 1) Compact acceptable backfill material, blended backfill material or select 41 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 42 moisture content within -2 to +5 percent of the optimum moisture. 43 2) CSS or CLSM requires no compaction. 44 b. Final backfill depths greater than 15 feet and under existing or future pavement 45 I) Compact select backfill to a minimum of 98 percent Standard Proctor per 46 ASTM D 698 at moisture content within -2 to+5 percent of the optimum 47 moisture. 48 2) CSS or CLSM requires no compaction. 2) If additional crushed rock is required which is not specifically identified in CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIF Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 05 10 - 16 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16 of 18 I c. Final backfill depths greater than 15 feet and not under existing or future 2 pavement 3 1) Compact acceptable backfill material blended backfill material, or select 4 backlit! to a minimum of 95 percent Standard Proctor per ASTM D 698 at 5 moisture content within -2 to +5 percent of the optimum moisture. 6 4. Saturated Soils 7 a. If in -situ soils consistently demonstrate that they are greater than 5 percent over 8 optimum moisture content, the soils are considered saturated. 9 b. If saturated soils are identified in the Drawings or Geotechnical Report in the 10 Appendix, Contractor shall proceed with Work following all backfill It procedures outlined in the Drawings for areas of soil saturation greater than 5 12 percent. 13 c. If saturated soils are encountered during Work but not identified in Drawings or 14 Geotechnical Report in the Appendix: 15 1) The Contractor shall: 16 a) immediately notify the City. 17 b) Submit a Contract Claim for Extra Work associated with direction from 18 City. 19 2) The City shall: 20 a) Investigate soils and determine if Work can proceed in the identified 21 location. 22 b) Direct the Contractor of changed backfill procedures associated with 23 the saturated soils that may include: 24 (l) Imported backfill 25 (2) A site specific backfill design 26 5. Placement of Backfill 27 a. Use only compaction equipment specifically designed for compaction of a 28 particular soil type and within the space and depth limitation experienced in the 29 trench. 30 b. Place in loose lifts not to exceed 12 inches. 31 c. Compact to specified densities. 32 d. Compact only on top of initial backfill, undisturbed trench or previously 33 compacted backfill. 34 e. Remove any loose materials due to the movement of any trench box or shoring 35 or due to sloughing of the trench wall. 36 f. Install appropriate tracking balls for water and sanitary sewer trenches in 37 accordance with Section 33 05 26. 38 6. Backfill Means and Methods Demonstration 39 a. Notify the City in writing with sufficient time for the City to obtain samples 40 and perform standard proctor test in accordance with ASTM D698. 41 b. The results of the standard proctor test must be received prior to beginning 42 excavation. 43 c. Upon commencing of backfill placement for the project the Contractor shall 44 demonstrate means and methods to obtain the required densities. 45 d. Demonstrate Means and Methods for compaction including: 46 1) Depth of lifts for backfill which shall not exceed 12 inches 47 2) Method of moisture control for excessively dry or wet backfill 48 3) Placement and moving trench box, if used 49 4) Compaction techniques in an open trench CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 05 10 - 17 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILI. Page 17 or 18 5) Compaction techniques around structure 2 e. Provide a testing trench box to provide access to the recently backfilled 3 material. 4 f. The City will provide a qualified testing lab full time during this period to 5 randomly test density and moisture continent. 6 1) The testing lab will provide results as available on the job site. 7 7. Varying Ground Conditions 8 a. Notify the City of varying ground conditions and the need for additional 9 proctors. 10 b. Request additional proctors when soil conditions change. 11 c. The City may acquire additional proctors at its discretion. 12 d. Significant changes in soil conditions will require an additional Means and 13 Methods demonstration. 14 3.5 REPAIR [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD QUALITY CONTROL 17 A. Field Tests and Inspections 18 1. Proctors 19 a. The City will perform Proctors in accordance with ASTM D698. 20 b. Test results will generally be available to within 4 calendar days and distributed 21 to: 22 I) Contractor 23 2) City Project Manager 24 3) City Inspector 25 4) Engineer 26 c. Notify the City if the characteristic of the soil changes. 27 d. City will perform new proctors for varying soils: 28 1) When indicated in the geotechnical investigation in the Appendix 29 2) If notified by the Contractor 30 3) At the convenience of the City 31 e. Trenches where different soil types are present at different depths, the proctors 32 shall be based on the mixture of those soils. 33 2. Density Testing of Backfill 34 a. Density Test Shall be in conformance with ASTM D2922. 35 b. Provide a testing trench protection for trenches deeper than 5 feet. 36 c. Place, move and remove testing trench protection as necessary to facilitate all 37 test conducted by the City. 38 d. For final backfill depths less than 15 feet and trenches of any depth not under 39 existing or future pavement: 40 1) The City will perform density testing twice per working clay when 41 backfilling operations are being conducted, 42 2) The testing lab shall take a minimum of 3 density tests of the current lift in 43 the available trench. 44 e. For final backfill depths greater than 15 feet deep: 45 1) The City will perform density testing twice per working day when 46 backfilling operations are being conducted. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contrite t 5C Hatcher Street & Richardson Street City Project Nu. 01233 33 05 10 - 18 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILI, Page 18 of 18 1 2) The testing lab shall take a minimum of 3 density tests of the current lift in 2 the available trench. 3 3) The testing lab will remain onsite sufficient time to test 2 additional lifts. 4 f Make the excavation available for testing. 5 g. The City will determine the location of the test. 6 h. The City testing lab will provide results to Contractor and the City's inspector 7 upon completion of the testing. 8 i. A formal report will be posted to the City's Buzzsaw site within 48 hours. 9 j. Test reports shall include: 10 1) Location of test by station number 11 2) Time and date of test 12 3) Depth of testing 13 4) Field moisture 14 5) Dry density 15 6) Proctor identifier 16 7) Percent Proctor Density 17 3. Density of Embedment 18 a. Storm sewer boxes that are embedded with acceptable backfill material, 19 blended backfill material, cement modified backfill material or select material 20 will follow the same testing procedure as backfill. 21 b. The City may test fine crushed rock or crushed rock embedment in accordance 22 with ASTM D2922 or ASTM 1556. 23 B. Non -Conforming Work 24 1. All non -conforming work shall be removed and replaced. 25 3.8 SYSTEM STARTUP [NOT USED] 26 3.9 ADJUSTING [NOT USED] 27 3.10 CLEANING INOT USED] 28 3.11 CLOSEOUT ACTIVITIES [NOT USED] 29 3.12 PROTECTION [NOT USED] 30 3.13 MAINTENANCE (NOT USED] 31 3.14 ATTACHMENTS [NOT USED] 32 END OF SECTION 33 34 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal July 1,2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 330513-1 FRAME, COVER, AND GRADE RINGS Page 1 of SECTION 33 05 13 2 FRAME, COVER, AND GRADE RINGS 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Frame, cover and grade rings used as access ports into water, sanitary sewer and 7 storm drain structures such manholes or vaults 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: I 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division I — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. This Item is considered subsidiary to the structure containing the frame, cover 18 and grade rings. 19 2. Payment 20 a. The work performed and the materials furnished in accordance with this Item 21 are subsidiary to the unit price bid per each structure complete in place, and no 22 other compensation will he allowed. 23 1.3 REFERENCES 24 A. Reference Standards 25 1. Reference standards cited in this Specification refer to the current reference 26 standard published at the time of the latest revision date logged at the end of this 27 Specification, unless a date is specifically cited. 28 2. ASTM International (ASTM) 29 a. ASTM A48 — Standard Specification for Gray Iron Castings 30 b. ASTM A536 - Standard Specification for Ductile Iron Castings 31 c. ASTM C478 - Specification for Precast Reinforced Concrete Manhole Sections 32 3. American Association of State Highways and Transportation Officials (AASHTO) 33 a. AASHTO M306 —Standard Specification for Drainage, Sewer, Utility and 34 Related Castings 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 SUBMITTALS 37 A, Submittals shall be in accordance with Section 01 33 00. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 330513-2 FRAME, COVER, AND GRADE RINGS Page 2 of 5 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 2 fabrication for specials. 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 4 A. Product Data 5 1. All castings shall be cast with: 6 a. Approved foundry's name 7 b. Part number 8 e. Country of origin 9 2. Provide manufacturer's: 10 a. Specifications 11 b. Load tables 12 c. Dimension diagrams 13 d. Anchor details 14 e. Installation instructions 15 B. Certificates 16 1. Manufacturer shall certify that all castings conform to the ASTM and AASHTO 17 designations. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2- PRODUCTS 25 2.1 OWNER -FURNISHED Ion] OWNER -SUPPLIED PRODUCTS [NOT USED] 26 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 27 A. Manufacturers 28 I. Only the manufacturers as listed on the City's Standard Products List will be 29 considered as shown in Section 01 60 00. 30 a. The manufacturer must comply with this Specification and related Sections. 31 2. Any product that is not listed on the Standard Products List is considered a 32 substitution and shall be submitted in accordance with Section 01 25 00. 33 B. Castings 34 1. Use castings for frames that conform to ASTM A48, Class 35B or better. 35 2. Use castings for covers that conform to ASTIVI A536, Grade 65-45-12 or better. 36 3. Use clean casting capable of withstanding application of AASHTO HS-20 vehicle 37 loading with permanent deformation. 38 4. Covers CITY OF FORT won't STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330513-3 FRAME, COVER, AND GRADE RINGS Page 3 of 5 a. Size to set flush with the frame with no larger than a 1/8 inch gap between the 2 frame and cover 3 b. Provide with 2 inch wide pick slots in lieu of pick holes. 4 c. Provide gasket in frame and cover. 5 d. Standard Dimensions 6 I) Sanitary Sewer 7 a) Provide a clear opening of 30 inches for all sanitary sewer frames and 8 cover assemblies unless otherwise specified in the Contract Documents. 9 2) Storm Drain 10 a) Provide a clear opening of 19'L, inches for all storm drain frames, inlets 1 and cover assemblies unless otherwise specified in the Contract 12 Documents. 13 b) Provide a minimum clear opening of 24 inches for all storm sewer 14 manholes and junction structures. 15 e. Standard Labels 16 I) Water 17 a) Cast lid with the word "WATER" in 2-inch letters across the lid. 18 2) Sanitary Sewer 19 a) Cast lid with the word "SANITARY SEWER" in 2-inch letters across 20 the lid. 21 3) Storm Drain 22 a) Cast lid with the word "STORM DRAIN" in 2-inch letters across the 23 lid. 24 f. Hinge Covers 25 I) Provide water tight gasket on all hinged covers. 26 2) Water 27 a) Provide hinged covers for all water structures. 28 3) Sanitary Sewer 29 a) Provide hinged covers for all manholes or structures constructed over 30 24-inch sewer lines and larger and for manholes where rim elevations 31 are greater than 12 inches above the surface. 32 C. Grade Rings 33 1. Provide grade rings in sizes from 2-inch up to 8-inch. 34 2. Use concrete in traffic loading areas. 35 3. In non -traffic areas concrete or HDPE can be used. 36 D. John Sealant 37 1. Provide a pre -formed or (rowelable bitumastic sealant in an extrudable or Ilat tape 38 form, 39 2. Provide sealant that is not dependant on a chemical action for its adhesive 40 properties or cohesive strength. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUiNI EN3S Revised July I, 2011 2008 CIP Contract 5C I hitcher Street & Richardson Street City Project No. 01233 33 05 13 - 4 FRAME, COVER, AND GRADE RINGS Page 4 of 5 I 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Grade Rings 9 I. Place as shown in the water and sanitary sewer City Standard Details. 10 2. Clean surfaces of dirt, sand, mud or other foreign matter before placing sealant. 11 3. Seal each grade ring with sealant specified in this Specification and as shown on the 12 City Standard Details. 13 B. Frame and Cover 14 1. Water 15 a. For water structures install frame, cover and grade rings in accordance with 16 applicable City Standard Detail. 17 2. Sanitary Sewer 18 a. For sanitary sewer structures install frame, cover and grade rings in accordance 19 with applicable City Standard Detail. 20 3. Storm Drain 21 a. For storm drain structures install frame, cover and grade rings in accordance 22 with applicable City Standard Detail. 23 4. Hinge Cover 24 a. Provide hinge cover on elevated manholes, junction boxes, in the flood plain 25 and where specified on the Drawings. 26 C. Joint Sealing 27 1. Seal frame, grade rings and structure with specified sealant. 28 D. Concrete Collar 29 1. Provide concrete collar around all frame and cover assemblies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 I 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD IoR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED[ 9 3.13 MAINTENANCE [NOT USED] I0 3.14 ATTACHMENTS [NOT USED[ I I END OF SECTION 12 13 330513-5 FRAME, COVER, AND GRADE RINGS Page 5 of5 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contruel SC Hatcher Street Si Richardson Street City Project No. 01233 330514-1 ADJUSTING MANIIOLES, INLETS, VALVE 13OXES, AND OTIIER STRUCTURES TO GRADE Page I of 6 1 SECTION 33 0514 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO 3 GRADE 4 PART 1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 I. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. I 1 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 — General Requirements 15 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill l6 4. Section 33 05 13 — Frame, Cover and Grade Rings 17 5. Section 33 39 10 — Cast -in -Place Concrete Manholes 18 6. Section 33 39 20 — Precast Concrete Manholes 19 7. Section 33 12 20 — Resilient Seated Gate Valve 20 8. Section 33 12 21 — AWWA Rubber -Seated Butterfly Valve 21 9. Section 33 04 1 I — Corrosion Control Test Station 22 10. Section 33 04 12 — Magnesium Anode Cathodic Protection 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 I. Manhole — Minor Adjustment 26 a. Measurement 27 I) Measurement for this Item shall be per each adjustment using only grade 28 rings or other minor adjustment devices to a grade specified on the 29 Drawings. 30 b. Payment 31 1) The work performed and the materials furnished in accordance with this 32 Item will be paid for at the unit price bid per each "Manhole Adjustment, 33 Minor" completed. 34 c. The price bid shall include: 35 I) Pavement removal 36 2) Excavation 37 3) Hauling 38 4) Disposal of excess material 39 5) Grade rings or other adjustment device 40 6) Furnishing, placing and compaction of embedment and backfill cITY OF FORT WOR'I'li S"lANDAItD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Ilatcher Street & Richardson Street City Project No. 01233 330514-2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 6 7) Clean-up 2 2. Manhole - Major Adjustment 3 a. Measurement 4 1) Measurement for this Item shall be per each adjustment requiring structural 5 modifications to manhole to a grade specified on the Drawings. 6 b. Payment 7 1) The work performed and the materials furnished in accordance with this 8 Item will be paid for at the unit price bid per each "Manhole Adjustment, 9 Major" completed. 10 c. The price bid shall include: II I) Pavement removal 12 2) Excavation 13 3) Hauling 14 4) Disposal of excess material 15 5) Structural modifications, grade rings or other adjustment device 16 6) Furnishing, placing and compaction of embedment and backlit! 17 7) Clean-up 18 3. Inlet 19 a. Measurement 20 1) Measurement for this Item shall be per each adjustment requiring structural 21 modifications to inlet to a grade specified on the Drawings. 22 b. Payment 23 I) The work performed and the materials furnished in accordance with this 24 Item will he paid for at the unit price bid per each "Inlet Adjustment" 25 completed. 26 c. The price bid shall include: 27 I) Pavement removal 28 2) Excavation 29 3) Hauling 30 4) Disposal of excess material 31 5) Structural modifications 32 6) Furnishing, placing and compaction of embedment and backfill 33 7) Clean-up 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 4. Valve Box a. Measurement I) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment I) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Valve Box Adjustment" completed. c. The price bid shall include: I) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Clean-up CITY OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2003 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330514-3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 ot'6 1 5. Cathodic Protection Test Station 2 a. Measurement 3 1) Measurement for this Item shall be per each adjustment to a grade specified 4 on the Drawings. 5 b. Payment 6 1) The work performed and the materials furnished in accordance with this 7 Item will be paid for at the unit price bid per each "Cathodic Protection 8 Test Station Adjustment" completed. 9 c. The price bid shall include: 10 I) Pavement removal 11 2) Excavation 12 3) Hauling 13 4) Disposal of excess material 14 5) Adjustment device 15 6) Furnishing, placing and compaction of embedment and backtill 16 7) Clean-up 17 6. Fire Hydrant 18 a. Measurement 19 I) Measurement for this Item shall be per each adjustment requiring stem 20 extensions to meet a grade specified by the Drawings. 21 b. Payment 22 I) The work performed and the materials furnished in accordance with this 23 Item will be paid for at the unit price bid per each "Fire Hydrant Stem 24 Extension" completed. 25 c. The price bid shall include: 26 1) Pavement removal 27 2) Excavation 28 3) Hauling 29 4) Disposal of excess material 30 5) Adjustment materials 31 6) Furnishing, placing and compaction of embedment and backfill 32 7) Clean-up 33 7. Miscellaneous Structure 34 a. Measurement 35 I) Measurement for this Item shall be per each adjustment requiring structural 36 modifications to said structure to a grade specified on the Drawings. 37 b. Payment 38 I) The work performed and the materials furnished in accordance with this 39 Item will be paid for at the unit price bid per each "Miscellaneous Structure 40 Adjustment" completed. 41 c. The price bid shall include: 42 1) Pavement removal 43 2) Excavation 44 3) Hauling 45 4) Disposal of excess material 46 5) Structural modifications 47 6) Furnishing, placing and compaction of embedment and backlit' 48 d. Clean-up ern' OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330514-4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND O7NER STRUCTURES TO GRADE Page 4 of 6 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. Texas Commission on Environmental Quality (TCEQ): 7 a. Title 30, Part 1, Chapter 217, Subchapter C, Rule 217.55 — Manholes and 8 Related Structures. 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] I I 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS (NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2- PRODUCTS 19 2.1 OWNER -FURNISHED load OWNER -SUPPLIED PRODUCTS [NOT USED] 20 2.2 MATERIALS 21 A. Cast -in -Place Concrete 22 I. See Section 03 30 00. 23 B. Modifications to Existing Concrete Structures 24 1. See Section 03 80 00. 25 C. Grade Rings 26 1. See Section 33 05 13. 27 D. Frame and Cover 28 1. See Section 33 05 13. 29 E. Backfill material 30 1. See Section 33 05 10. 31 F. Water valve box extension 32 I. See Section 33 12 20. 33 G. Corrosion Protection Test Station 34 I. See Section 33 04 II. CITY OF FORT WORll1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330514-5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 6 H. Cast -in -Place Concrete Manholes 2 1. See Section 33 39 10. 3 1. Precast Concrete Manholes 4 1. See Section 33 39 20. 5 2.3 ACCESSORIES INOT USED] 6 2.4 SOURCE QUALITY CONTROL [NOT USED] 7 PART 3 - EXECUTION 8 3.1 INSTALLERS ]NOT USED] 9 3.2 EXAMINATION 10 A. Verification of Conditions I I 1. Examine existing structure to be adjusted, for damage or defects that may affect 12 grade adjustment. 13 a. Report issue to City for consideration before beginning adjustment. l4 3.3 PREPARATION 15 A. Grade Verification 16 I. On major adjustments confirm any grade change noted on Drawings is consistent 17 with field measurements. 18 a. If not, coordinate with City to verify final grade before beginning adjustment. 19 3.4 ADJUSTMENT 20 A. Manholes, Inlets, and Miscellaneous Structures 21 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 22 30-inch frame and cover assembly per TCEQ requirement. 23 2. On manhole major adjustments, inlets and miscellaneous structures protect the 24 bottom using wood forms shaped to fit so that no debris blocks the invert or the 25 inlet or outlet piping in during adjustments. 26 a. Do not use any more than a 2-piece bottom. 27 3. Do not extend chimney portion of the manhole beyond 24 inches. 28 4. Use the least number of grade rings necessary to meet required grade. 29 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 30 rings. 31 B. Valve Boxes 32 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 33 the Drawings. 34 C. Backlit! and Grading 35 1. Backlit! area of excavation surrounding each adjustment in accordance to Section 36 33 05 10. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C I latcher Street & Richardson Street City Project No. 01233 330514-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 6 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD bolt] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS INOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project Nu. 01233 2 3 PART1- GENERAL SECTION 33 05 26 UTILITY MARKERS/LOCATORS 33 05 26 - UTILITY MARKERS/LOCATORS Page 1 of 6 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Buried and surface utility markers for utility construction 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES l4 A. Measurement and Payment 15 1. Measurement 16 a. Measurement for this Item will be by lump sum. 17 2. Payment 18 a. The work performed and materials furnished in accordance with this Item will 19 be paid for at the lump sum price bid for "Utility Markers". 20 3. The price bid shall include: 21 a. Furnishing and installing Utility Markers as specified by the Drawings 22 b. Mobilization 23 c. Pavement removal 24 d. Excavation 25 e. Hauling 26 f. Disposal of excess material 27 g. Furnishing, placement and compaction of backfill 28 h. Clean-up 29 1.3 REFERENCES 30 A. Reference Standards 31 I. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the latest revision date logged at the end of this 33 Specification, unless a date is specifically cited. 34 2. American Public Works Association (AWPA): 35 a. Uniform Color Code. 36 1.4 ADMINISTRATIVE REQUIREMENTS 'NOT USED) 37 1.5 SUBMITTALS 38 A. Submittals shall be in accordance with Section 01 33 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 33 05 26 - 2 UTILITY MARKERS/LOCATORS Page 2 of 6 B. All submittals shall be approved by the Engineer or the City prior to delivery. 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 3 A. Product Data 4 1. Buried Marker 5 2. Surface Marker 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2- PRODUCTS 13 2.1 OWNER -FURNISHED ton] OWNER-SUPPLIEDPRODUCTS [NOT USED] 14 2.2 MATERIALS 15 A. Manufacturers 16 1. Only the manufacturers as listed on the City's Standard Products List will be 17 considered as shown in Section 01 60 00. 18 a. The manufacturer must comply with this Specification and related Sections. 21 3. Provide new Utility Markers/Locators from a manufacturer regularly engaged in the 22 manufacturing of Utility Markers/Locators. 23 B. Materials 24 1. Buried Markers 25 a. Detectable warning tape shall be as follows: 26 I) 5.0 mil overall thickness 27 2) Width —3inch minimum 28 3) Weight — 27.5 pounds per inch per 1,000 square feet 29 4) Triple Layer with: 30 a) Minimum thickness 0.35 mils solid aluminum foil encased in a 31 protective inert plastic jacket 32 (1) 100 percent virgin low density polyethylene 33 (2) Impervious to all known alkalis, acids, chemical reagents and 34 solvents within soil 35 (3) Aluminum foil visible to both sides 36 5) Locatable by conductive and inductive methods 37 6) Printing encased to avoid ink rub -off 38 7) Color and Legends 39 a) Potable water lines 19 2. Any product that is not listed on the Standard Products List is considered a 20 substitution and shall be submitted in accordance with Section 01 25 00. ern' OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330526-3 UTILITY MARKERS/LOCATORS Page 3 of6 1 (1) Color — Blue (in accordance with APWA Uniform Color Code) 2 (2) Legend — Caution Potable Water Line Below (repeated every 24 3 inches) 4 b) Reclaimed water lines 5 (1) Color — Purple (in accordance with APWA Uniform Color Code) 6 (2) Legend — Caution Reclaimed Water Line Below (repeated every 24 7 inches) 8 c) Sewer Line 9 (1) Color — Green (in accordance with APWA Uniform Color Code) 10 (2) Legend — Caution Sewer Line Below (repeated every 24 inches) 11 b. Electronic utility marker balls shall be as follows: 12 1) Sealed shell containing a passive antenna — low -frequency resonance circuit 13 tuned to specific frequency 14 2) Size — 4.5-inch diameter 15 3) Range — 5 feet minimum 16 4) Field Type/Shape — Spherical 17 5) Material — high -density polyethylene 18 6) Color and Frequency 19 a) Water Lines 20 (1) Color— Blue (in accordance with APWA Uniform Color Code) 21 (2) Frequency — 145.7 kHz 22 b) Sewer Line Markers 23 (1) Color — Green (in accordance with APWA Uniform Color Code) 24 (2) Frequency — 121.6 kHz 25 2. Surface Markers 26 a. Provide as follows: 27 1) 4-inch diameter, 6-feet minimum length, polyethylene posts, or equal 28 2) White posts with colored, ultraviolet resistant domes as follows: 29 a) Water Lines 30 (1) Color — Blue (in accordance with APWA Uniform Color Code) 31 (2) Legend —Caution Potable Water Line Below 32 b) Reclaimed water lines 33 (1) Color —Purple (in accordance with APWA Uniform Color Code) 34 (2) Legend — Caution Reclaimed Water Line Below 35 c) Sewer lines 36 (1) Color — Green (in accordance with APWA Uniform Color Code) 37 (2) Legend — Caution Sewer Line Below ern' OF FORT WORIIJ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street Sc Richardson Street City Project No. 01233 330526-4 UTILITY MARKERS/LOCATORS Page 4 of 6 I 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Buried Markers 9 1. Detectable Warning Tape 10 a. Install in accordance with manufacturer's recommendations below natural l 1 ground surface and directly above the utility for which it is marking. 12 I) Allow l8 inches minimum between utility and marker. 13 2) Bury to a depth of 3 feet or as close to the grade as is practical for optimum 14 protection and detectability. 15 2. Electronic Marker Balls 16 a. Install in accordance with manufacturer's recommendations below natural 17 ground surface and directly above the utility for which it is marking. 18 I) Allow 4 inches minimum between utility and marker. 19 2) Bury to a depth of 5 feet maximum, or as close to the grade as is practical 20 for optimum protection and detectability. 21 3) Allow at least 6 feet between each marker. 22 b. Use tie -downs for placement of markers if deemed necessary by the City, or 23 Engineer. 24 c. Upon completion of installation, the City will inspect that electronic marker 25 balls are installed in place, prior to paving over any of the required locations. 26 d. See table below for other details related to marker ball installation: 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 mix OF FORT woRTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Ilatcher Street & Richardson Street City Project No. 01233 330526-5 UTILITY MARKERS/LOCATORS Page 5 of 6 •ker Ball Clearance Spacing, Bury and Placement 16-inch and Larger Water Lines 12-inch and Smaller Water Lines Sanitary Sewer Clearance behveen Utility and Marker 4 inches ( minimum) 4 inches ( minimum) 4 inches ( minimum) Maximum Bury Depth 5 feet 5 feet 5 feet Muumam Spacing 6 feet 6 feet 6 feet Placement -Horizontal Bends -Vertical Bends -Horizontal Pts of curvature, tangency, reverse curvature -Horizontal Tees (excluding fire hydrants) -Casings -Cleaning wyes -Plugs -Other Locations shown on Drawings - Horizontal Bends -Vertical Bends -Horizontal Pts of curvature, tangency, reverse curvature -Casings -Dead-ends -Stub-outs -ROW/Casings (Highways) -ROW/CasingsRs) -Other Locations shown on Drawings 4 5 2. The warning sign for all surface markers shall be 21 inches (not including post cap). 6 3. Where possible, place surface markers near fixed objects. 7 4. Place Surface Markers at the following locations: 8 a. Buried Features 9 I) Place directly above a buried feature. 10 b. Above -Ground Features I I I) Place a maximum of 2 feet away from an above -ground feature. 12 c. Water lines I 6-inches and larger 13 I) Each right-of-way line (or end of casing pipe) for: 14 a) Highway crossings 15 b) Railroad crossings 16 2) Utility crossings such as: 17 a) High pressure or large diameter gas lines I8 b) Fiber optic lines 19 c) Underground electric transmission lines 20 d) Or other locations shown on the Drawings, or directed by the City 21 d. Surface markers not required for 12-inch and smaller water lines 22 e. For sanitary sewer lines: 2 3 B. Surface Markers 1. Bury a minimum of 2 feet deep, with a minimum of 4 feet above ground CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCtJN1ENFS Revised July I, 201 I 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330526-6 UTILITY MARKERS/LOCATORS Page 6 of 6 I) In undeveloped areas, place marker maximum of 2 feet away from an 2 above -ground feature such as a manhole or combination air valve vault. 3 2) Place at 500-foot intervals along the pipeline. 4 3.5 REPAIR / RESTORATION [NOT USED] 5 3.6 RE -INSTALLATION [NOT USED] 6 3.7 FIELD Mt] SITE QUALITY CONTROL [NOT USED] 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] t0 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF' SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street Sr Richardson Street City Project No. 01233 2 33 05 30 - 1 EXPLORATORY EXCAVATION OF EXISTING UTILITIES Page 1 old SECTION 33 05 30 EXPLORATORY EXCAVATION FOR EXISTING UTILITIES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Locating and verifying the location and elevation of the existing underground 7 utilities that may conflict with a facility proposed for construction 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 I. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Measurement 18 a. Measurement for this Item shall be per each excavation performed as identified 19 in the Drawings, or as directed. 20 2. Payment: 21 a. The work performed and materials furnished in accordance with this Item and 22 measured as provided under "Measurement" will be paid for at the unit price 23 bid per each "Exploratory Excavation of Existing Utilities" of the type 24 specified. 25 3. The price bid shall include: 26 a. Grade survey 27 b. Pavement removal 28 c. Excavation 29 d. Hauling 30 e. Disposal of excess material 31 C. Furnishing, placing and compaction of embedment 32 g. Furnishing, placing and compaction of backfill 33 h. Clean-up 34 i. Surface restoration 35 1.3 REFERENCES 36 A. Reference Standards 37 I. Reference standards cited in this Specification refer to the current reference 38 standard published at the time of' the latest revision date logged at the end of this 39 Specification, unless a date is specifically cited. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 330530-2 EXPLORATORY EXCAVATION OF EXISTING UTILITIES Page 2 of 4 1 1.4 ADMINISTRATIVE REQUIREMENTS 2 A. Coordination 3 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for 4 Exploratory Excavation of Existing Utilities. 5 2. Coordinate location of all other existing utilities within vicinity of excavation prior 6 to commencing Exploratory Excavation. 14 2. Alter schedule for Exploratory Excavation of Existing Utilities to accommodate 15 City personnel. 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT USED] 18 1.7 CLOSEOUT SUBMITTALS 19 A. Report of Utility Location 20 1. Horizontal location of utility as surveyed 7 3. Coordinate staking of Exploratory Excavations with City at least 1 week prior to 8 commencement. 9 B. Sequencing 10 I. Exploratory Excavations shall be conducted prior to the construction of the entire II project. 12 C. Scheduling 13 1. For critical utility locations, the City may choose to be present during excavation. 21 2. Vertical elevation of utility as surveyed 22 a. Top of utility 23 b. Spring line of utility 24 c. Existing ground 25 3. Material type, diameter and description of the condition of existing utility 26 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 27 1.9 QUALITY ASSURANCE [NOT USED] 28 1.10 DELIVERY, STORAGE, AND HANDLING (NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS (NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CH' Contrail SC Hatcher Street & Richardson Street City Project No. 01233 330530-3 EXPLORATORY EXCAVATION OF EXISTING UTILITIES Page 3 of4 1 PART3- EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION 4 A. Verification of Conditions 5 1. Verify location of existing utilities in accordance with the General Requirements, 6 the General Notes and the Drawings. 7 3.3 PREPARATION 8 A. Coordinate with City Survey, if applicable. 9 3.4 INSTALLATION 10 A. Verify location of existing utility at location denoted on the Drawings, or as directed by 11 the City or Engineer. 12 1. Expose utility to spring line, as necessary. 13 2. Excavate and Backfill Trench for the Exploratory Excavation in accordance with 14 Section 33 05 10. 15 B. Upon completion of the utility exploration, submit a report of the findings. 16 C. If location of utility is in conflict with the Drawings, notify the City Project Manager 17 for appropriate design modifications. 18 D. Place embedment and backfill in accordance with Section 33 05 10. 19 E. Once necessary data is obtained, immediately restore surface to existing conditions to: 20 1. Obtain a safe and proper driving surface, if applicable 21 2. Ensure the safety of the general public 22 3. The satisfaction of the City 23 3.5 REPAIR / RESTORATION [NOT USED] 24 3.6 RE -INSTALLATION [NOT USED] 25 3.7 FIELD tom] SITE QUALITY CONTROL [NOT USED] 26 3,8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION CITY OF FORT WOlrril STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 330530-4 EXPLORATORY EXCAVATION OF EXISTING UTILITIES Page 4 ef 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street S. Richardson Street City Project No. 01233 2 331112-1 POLYVINYL CHLORIDE (I'VC) PRESSURE PIPE Page 1 or8 SECTION 33 11 12 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Polyvinyl Chloride (PVC) Pressure Pipe 4-inch through 24-inch for potable water, 7 wastewater and reuse applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. 33 01 31 — Closed Circuit Television (CCTV) Inspection 15 4. 33 04 40 — Cleaning and Acceptance Testing of Water Mains 16 5. 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 6. 33 05 24 — Installation of Carrier Pipe in Casing 18 1.2 PRICE AND PAYMENT PROCEDURES l9 A. Measurement and Payment 20 I. Measurement 21 a. Measured horizontally along the surface from center line to center line of the 22 fitting, manhole, or appurtenance 23 2. Payment 24 a. The work performed and materials furnished in accordance with this Item and 25 measured as provided under "Measurement" will be paid for at the unit price 26 bid per linear foot of "PVC Water Pipe" installed for: 27 1) Various sizes 28 2) Various types of backfill 29 b. The work performed and materials furnished in accordance with this Item and 30 measured as provided under "Measurement" will be paid for at the unit price 31 bid per linear foot of"Sewer Force Main" installed for: 32 I) Various sizes 33 3. The price bid shall include: 34 a. Furnishing and installing PVC Pressure Pipe with joints as specified by the 35 Drawings 36 b. Nlobilization 37 c. Pavement removal 38 d. Excavation 39 e. Hauling 40 f. Disposal of excess material CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIP Contract 5C ['atelier Street & Richardson Street City Project No. 01233 331112-2 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 2 of 8 g. Furnishing, placement and compaction of embedment 2 h. Furnishing, placement and compaction of backfill 3 i. Clay Dams 4 j. Thrust restraint, if required by Contract Documents 5 k. Gaskets 6 1. Clean-up 7 m. Cleaning 8 n. Disinfection 9 o. Testing l0 1.3 REFERENCES 11 A. Reference Standards 12 I. Reference standards cited in this Specification refer to the current reference 13 standard published at the time of the latest revision date logged at the end of this 14 Specification, unless a date is specifically cited. 15 2. American Association of State Highway and Transportation Officials (AASHTO). 16 3. ASTM International (ASTM): 17 a. D1784, Standard Specification for Rigid Poly(Vinyl-Chloride) (PVC) 18 Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. 19 b. D3I39, Standard Specification for Joints for Plastic Pressure Pipes Using 20 Flexible Elastomeric Seals. 21 4. American Water Works Association (AWWA): 22 a. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 23 b. C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipes 24 and Fittings for Water. 25 c. C900, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 IN 26 through 12 IN, for Water Transmission and Distribution. 27 d. C905, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 14 IN 28 through 48 IN, for Water Transmission and Distribution. 29 e. M23, PVC Pipe —Design and Installation. 30 f. M4I, Ductile -iron Pipe and Fittings. 31 5. NSF International (NSF): 32 a. 61, Drinking Water System Components — Health Effects. 33 6. Underwriters Laboratories, Inc. (UL). 34 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 35 1.5 SUBMITTALS 36 A. Submittals shall be in accordance with Section 01 33 00. 37 B. All submittals shall be approved by the Engineer or the City prior to delivery. 38 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 39 A. Product Data 40 I. For PVC Pressure Pipe that is used for water distribution, wastewater force mains 41 or wastewater gravity mains, including: 42 a. PVC Pressure Pipe CITY OF mitt WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 33II 12-3 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 3 of 8 b. Manufacturer 2 c. Dimension Ratio 3 d. Joint Types 4 2. Restraint, if required in Contract Documents 5 a. Retainer glands 6 b. Thrust harnesses 7 c. Any other means of restraint 8 3. Gaskets 9 B. Shop Drawings: When restrained joints are required, furnish for PVC Pressure Pipe l0 used in the water distribution system or for a wastewater force main for 24-inch and t t greater diameters, including: 12 I. Wall thickness design calculations sealed by a Licensed Professional Engineer in 13 Texas including: 14 a. Working pressure 15 b. Surge pressure 16 c. Deflection 17 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 18 Professional Engineer in Texas, to verify the restraint lengths shown on the 19 Drawings. 20 3. Lay schedule / drawing for 24-inch and greater diameters sealed by a Licensed 21 Professional Engineer in Texas including: 22 a. Pipe class 23 b. Joints type 24 c. Fittings 25 d. Stationing 26 e. Transitions 27 f. Joint deflection 28 C. Certificates 29 I. Furnish an affidavit certifying that all PVC Pressure Pipe meets the provisions of 30 this Section, each run of pipe furnished has met Specifications, all inspections have 31 been made and that all tests have been performed in accordance with AWWA C900 32 or AWWA C905. 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE 36 A. Qualifications 37 1. Manufacturers 38 a. Finished pipe shall be the product of I manufacturer for each size, unless 39 otherwise approved by the City. 40 1) Change orders, specials, and field changes may be provided by a different 41 manufacturer upon City approval. 42 b. Pipe manufacturing operations shall be performed under the control of the 43 manufacturer. crry OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street K Richardson Street City Project No. 01233 331112-4 POLYVINYL CHLORIDE (PVC) PRESSURE I'IPE Page 4 of 8 c. All pipe furnished shall be in conformance with AWWA C900 and AWWA 2 C905. 3 1.10 DELIVERY, STORAGE, AND HANDLING 4 A. Storage and Handling Requirements 5 1. Store and handle in accordance with the guidelines as stated in AWWA M23. 6 2. Secure and maintain a location to store the material in accordance with Section 01 7 66 00. 8 1.11 FIELD [SITE] CONDITIONS (NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART2- PRODUCTS I 1 2.1 OWNER -FURNISHED Eon] OWNER -SUPPLIED PRODUCTS [NOT USED] 12 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 13 A. Manufacturers 14 1. Only the manufacturers as listed in the City's Standard Products List will be 15 considered as shown in Section 01 60 00. 16 a. The manufacturer must comply with this Specification and related Sections. 17 2. Any product that is not listed on the Standard Products List is considered a 18 substitution and shall be submitted in accordance with Section 01 25 00. 19 B. Pipe 20 I. Pipe shall be in accordance with AWWA C900 or AWWA C905. 21 2. PVC Pressure Pipe for potable water shall meet the requirements of NSF 61. 22 3. Pressure Pipe shall be approved by the UL. 23 4. Pipe shall have a lay length of 20 feet except for special fittings or closure pieces 24 necessary to comply with the Drawings. 25 5. The pipe material shall be PVC, meeting the requirements ofASTM D1784, with a 26 cell classification of 12454-B. Outside diameters must be equal to those of cast 27 iron and ductile iron pipes. 28 6. As a minimum the following Dimension Ratio's apply: 29 Diameter (inch) Min Pressure Class (Psi) 4 through 12 DR 14 16 through 24 DR I 30 7. Pipe Markings 31 a. Meet the minimum requirements of AWWA C900 or AWWA C905. Minimum 32 pipe markings shall be as follows: 33 I) Manufacturer's Name or Trademark and production record 34 2) Nominal pipe size 35 3) Dimension Ratio CITY Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 33 11 12 -5 POLYVINYL. CHLORIDE (PVC) PRESSURE PIPE Page 5 of8 1 4) AWWA C900 or AWWA C905 2 5) Seal of testing agency that verified the suitability of the pipe 3 C. Pressure and Deflection Design 4 1. Pipe design shall be based on trench conditions and design pressure class specified 5 in the Drawings. Pipe shall be designed according to the methods indicated in 6 AWWA M23 for trench construction, using the following parameters: 7 a. Unit Weight of Fill (w) = 130 pef 8 b. Live Load = AASHTO HS 20 9 c. Trench Depth = 12 feet minimum, or as indicated in Drawings 10 d. Maximum E' = 1,000 max 11 e. Deflection Lag Factor = 1.0 12 f. Working Pressure (P„) = 150 psi 13 g. Surge Allowance (Ps) = 100 psi minimum 14 h. Test Pressure = 15 1) No less than 1.25 times the stated working pressure (187 psi minimum) of 16 the pipeline measured at the highest elevation along the test section. 17 2) No less than 1.5 times the stated working pressure (225 psi minimum) at 18 the lowest elevation of the test section. 19 i. Maximum Calculated Deflection = 3 percent 20 j. Restrained Joint Safety Factor (SF) = 1.5 21 2. Verify trench depths after existing utilities are located. 22 a. Accommodate vertical alignment changes required because of existing utility or 23 other conflicts by an appropriate change in pipe design depth. 24 b. In no case shall pipe be installed deeper than its design allows. 25 3. Provisions for Thrust: 26 a. Thrusts at bends, tees, plugs or other fittings shall be mechanically restrained 27 joints when required by the Drawings. 28 b. No thrust restraint contribution shall be allowed for the restrained length of 29 pipe within the casing. 30 c. Restrained joints, where required, shall be used for a sufficient distance from 31 each side of the bend, tee, plug, valve, or other fitting to resist thrust which will 32 be developed at the design pressure of the pipe. For the purpose of thrust the 33 following shall apply: 34 I) Calculate valves as dead ends. 35 2) Design pressure shall be greater than the pressure class of the pipe or the 36 internal pressure (P;), whichever is greater. 37 3) Restrained joints shall consist of approved mechanical restrained or push- 38 on restrained joints as listed in the City's Standard Products List as shown 39 in Section 01 60 00. 40 4) Restrained PVC pipe is not allowed for pipe greater than 12 inches. 41 d. The Pipe Manufacturer shall verify the length of' pipe with restrained joints to 42 resist thrust in accordance with the Drawings and the following: 43 1) Calculate the weight of the earth (We) as the weight of the projected soil 44 prism above the pipe, for unsaturated soil conditions. 45 2) Soil density = 115 pef (maximum value to be used), for unsaturated soil 46 conditions 47 3) In locations where ground water is encountered, reduce the soil density to 48 its buoyant weight for the back611 below the water table. CITY OF FORT \ORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 331112-6 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 6 of 8 a) Reduce the coefficient of friction to 0.25. 2 4. Joints 3 a. Joints shall be gasket, bell and spigot and push -on type conforming to ASTM 4 D3139. 5 b. Since each pipe manufacturer has a different design for push -on joints, gaskets 6 shall be part of a complete pipe section and purchased as such. 7 c. Lubricant must be non -toxic and NSF approved for potable water applications. 8 d. Push -On Restrained Joints shall only be as approved in the Standard Products 9 List in Section 01 60 00. 10 5. Detectable Markers 11 a. Provide detectable markers in accordance with Section 33 05 26. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPARATION [NOT USED] 18 3.4 INSTALLATION 19 A. General 20 I. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 21 AWWA C600, AWWA C605, AWWA M23 and in accordance with the pipe 22 manufacturer's recommendations. 23 2. Lay pipe to the lines and grades as indicated in the Drawings. 24 3. Excavate and backfill trenches in accordance with Section 33 05 10. 25 4. Embed PVC Pressure Pipe in accordance with Section 33 05 10. 26 5. For installation of carrier pipe within casing, see Section 33 05 24. 27 B. Pipe Handling 28 I. Haul and distribute pipe and fittings at the project site, 29 2. Handle piping with care to avoid damage. 30 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 31 lowering into the trench. 32 b. Use only nylon ropes, slings or other lilting devices that will not damage the 33 surface of the pipe for handling the pipe. 34 3. At the close of each operating day: 35 a. Keep the pipe clean and free of debris, dirt, animals and (rash — during and after 36 the laying operation. 37 b. Effectively seal the open end of the pipe using a gasketed night cap. 38 C. Joint Making 39 1. Mechanical Joints CITY OF FORT WORTH STANDARD CONS7RUCr10N SPECIFICATION DOCUNIEN FS Revised July 1, 2011 2008 CIP Contract 5C !hatcher Street CO. Richardson 50 eei City Project No. 01233 331112-7 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 7 of 8 a. Bolt the follower ring into compression against the gasket, with the bolts 2 tightened down evenly then cross torque in accordance with AWWA C600. 3 b. Overstressing of bolts to compensate for poor installation practice will not be 4 permitted. 5 2. Push -on Joints 6 a. Install Push -On joints as defined in AWWA C900 and AWWA C905. 7 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 8 c. Place the gasket in the bell in the position prescribed by the manufacturer. 9 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 10 gasket and the outside of the spigot prior to entering the spigot into the bell. 11 e. When using a field cut plain end piece of pipe, refinish the field cut to conform 12 to AWWA C605. 13 3. Joint Deflection 14 a. Deflect the pipe only when necessary to avoid obstructions, or to meet the lines 15 and grades shown in the Drawings. 16 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 17 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 18 C600. 19 d. The manufacturer's recommendation may be used with the approval of the 20 Engineer. 21 D. Detectable Metallic Tape Installation 22 1. See Section 33 05 26. 23 3.5 REPAIR/RESTORATION (NOT USED] 24 3.6 RE -INSTALLATION [NOT USED] 25 3.7 FIELD loa] SITE QUALITY CONTROL 26 A. Potable Water Mains 27 1. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water 28 mains: 29 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 30 main as specified in Section 33 04 40. 31 B. Wastewater Lines 32 1. Closed Circuit Television (CCTV) Inspection 33 a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. CITY OF PORT woRTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Battler Street & Richardson Street City Project No. 01233 331112-8 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 8 of 8 I 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED[ 8 9 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICA"[ION DOCUMIENTS Revised July I, 2011 2008 CII' Contract SC Hatcher Street & Richardson Street City Project Nu. 01233 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 33 12 10 - I WATER SERVICES 1-INCH'TO 2-INCH Page 1 of 13 SECTION 33 12 10 WATER SERVICES l-INCH TO 2-INCH 5 A. Section Includes: 6 I. 1-inch to 2-inch water service lines from the water main to the right-of-way, fittings 7 and water meter boxes complete in place, as shown on the Drawings, directed by 8 the Engineer, and specified herein for: 9 a. New Water Service 10 b. New Water Service (Bored) l l c. Water Meter Service Relocate 12 d. Private Water Service 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Products installed but not Furnished Under this Section 16 1. Water meters for various sizes 17 D. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 19 2. Division I — General Requirements 20 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 21 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 22 5. Section 33 12 25 — Connection to Existing Water Mains 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. New Water Service 26 a. Measurement 27 1) Measurement for this Item shall be per each New Service complete in place 28 from the tap of the main to the installation of the meter box and associated 29 appurtenances where the service line is installed by open cut construction. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the unit price bid per each "New Water Service" installed 33 for: 34 a) Various sizes 35 c. The price bid shall include: 36 1) Furnishing and installing New Service Line as specified by the Drawings 37 2) Submitting product data 38 3) Tapping saddle 39 4) Corporation stop 40 5) Curb stop 41 6) Fittings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC hatcher Street & Richardson Street City Project No. 01233 33 12 10 -2 WATER SERVICES I-INCII TO 2-INCH Page 2 of 13 7) Service line installed by open cut 2 8) Connection to meter 3 9) Connection to existing service 4 10) Pavement removal 5 11) Excavation 6 12) Hauling 7 13) Disposal of excess material 8 14) Clean-up 9 15) Disinfection 10 16) Testing I I 2. New Water Service, Bored 12 a. Measurement 13 I) Measurement for this Item shall be per each New Service complete in place 14 from the tap of the main to the installation of the meter box and associated 15 appurtenances where the service line is installed by trenchless method. 16 b. Payment 17 I) The work performed and materials furnished in accordance with this Item 18 will be paid for at the unit price bid per each "New Water Service, Bored" 19 installed for: 20 a) Various sizes 21 c. The price bid shall include: 22 I) Submitting product data 23 2) Tapping saddle 24 3) Corporation stop 25 4) Curb stop 26 5) Fittings 27 6) Service line installed by trenchless method 28 7) Connection to meter 29 8) Connection to existing service 30 9) Pavement removal 31 10) Excavation 32 I I) Hauling 33 12) Disposal of excess material 34 13) Clean-up 35 14) Disinfection 36 15) Testing 37 3. Water Meter Service Relocate 38 a. Measurement 39 1) Measurement for this Item shall be per each Water Meter Service Relocate 40 complete in place from public service line connection to private service line 41 connection. 42 b. Payment 43 I) The work performed in conjunction with relocation of the meter, associated 44 service line, fittings and meter box 5 feet or less in any direction from 45 centerline of existing meter location and the materials furnished in 46 accordance with this Item will be paid for at the unit price bid per each 47 "Water Meter Service Relocate" installed for: 48 a) Various size of services 49 c. The price bid shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 Cll' Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 12 10 - 3 WATER SERVICES I -INCH TO 2-INCII Page 3 of 13 1 1) Service line 2 2) Fittings 3 3) Connection to service line 4 4) Pavement removal 5 5) Excavation 6 6) Hauling 7 7) Disposal of excess material 8 8) Clean-up 9 9) Cleaning 10 4. Private Service 11 a. Measurement 12 1) Measurement for this Item shall be per linear foot of Private Service 13 relocation complete in place from the meter box to a connection to the 14 existing service line on private property. 15 b. Payment 16 1) The work performed in conjunction with Private Service Line installation 17 where the meter and meter boxes are moved more than 5 feet in any 18 direction from centerline of existing meter location and materials furnished 19 in accordance with the Item and measured as provided under 20 "Measurement" will be paid for at the unit price bid per linear foot of 21 "Private Service" installed for: 22 a) Various sizes of service 23 c. The price bid shall include: 24 1) Submitting product data 25 2) Private Service line 26 3) Fittings 27 4) Connection to existing private service line 28 5) Pavement removal 29 6) Excavation 30 7) Hauling 31 8) Disposal of excess material 32 9) Clean-up 33 10) Cleaning 34 11) Disinfection 35 12) Testing 36 1.3 REFERENCES 37 A. Definitions 38 1. New Service 39 a. Installation of new 1-inch to 2-inch Water Service Line by open curt 40 construction from the water main to the right-of-way, including corporation 41 stop, curb stop, fittings and water meter boxes complete in place, as shown on 42 the Drawings. 43 2. New Service (Bored) 44 a. Installation of new 1-inch to 2-inch Water Service Line by trenchless 45 construction method from the water main to the right-of-way, including 46 corporation stop, curb stop, fittings and water meter boxes complete in place, as 47 shown on the Drawings. 48 3. Meter Service Relocate CfrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIF Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 12 10 - 4 WATER SERVICES 1-INCH TO 2-INCH Page 4 of 13 a. Relocation and reconnection of the private service line from an existing meter 2 to be abandoned and a new meter installed that lies within 5 feet of the existing 3 meter. 4 4. Private Service 5 a. Relocation and reconnection of private service line on private property where 6 the existing meter to be abandoned and the new meter installed is greater than 5 7 feet of the existing meter. A licensed plumber is required to relocate the private 8 service. 9 B. Reference Standards 10 1. Reference standards cited in this Specification refer to the current reference 11 standard published at the time of the latest revision date logged at the end of this 12 Specification, unless a date is specifically cited. 13 2. ASTM International (ASTM): 14 a. A48, Standard Specification for Gray Iron Castings. 15 b. A536, Standard Specification for Ductile Iron Castings. I6 c. B88, Standard Specification for Seamless Copper Water Tube. 17 d. B98, Standard Specification for Copper -Silicon Alloy Rod, Bar and Shapes. 18 e. C 13 I, Standard Specification for Resistance to Degradation of Small -Size 19 Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. 20 f. C I50, Standard Specification for Portland Cement. 21 g. C330, Standard Specification for Lightweight Aggregates for Structural 22 Concrete. 23 h. D883, Standard Terminology Relating to Plastics. 24 3. American Water Works Association (AWWA): 25 a. C700, Cold -Water Meters - Displacement Type, Bronze Main Case. 26 b. C800, Underground Service Line Valves and Fittings. 27 4. NSF International (NSF): 28 a. 61, Drinking Water System Components - Health Effects. 29 1.4 ADMINISTRATIVE REQUIREMENTS 30 A. Scheduling 31 1. Provide advance notice for service interruptions and meet requirements of Division 32 0 and Division I. 33 1.5 SUBMITTALS 34 A. Submittals shall be in accordance with Section 01 33 00. 35 B. All submittals shall be approved by the Engineer or the City prior to delivery. 36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 37 A. Product Data, if applicable: 38 1. Tapping Saddle 39 •2. Corporation stop 40 3. Curb Stop 41 4. Service Line 42 5. Meter Box 43 6. Meter Box Lid CITY or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CII' Contract 5C Ilateher Street & Richardson Street City Project No. 01233 33 12 10 -5 WATER SERVICES 1-INCH TO 2-INCI I Page 5 of 13 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Qualifications 5 1. Manufacturers 6 a. Water Services shall meet or exceed the latest revisions of A W WA C800 and 7 shall meet or exceed the requirements of this Specification. 8 1.10 DELIVERY, STORAGE, AND HANDLING 9 A. Storage and Handling Requirements 10 I. Protect all parts such that no damage or deterioration will occur during a prolonged 11 delay from the time of shipment until installation is completed and the units and 12 equipment are ready for operation. 13 2. Protect all equipment and parts against any damage during a prolonged period at the 14 site. 15 3. Prevent plastic and similar brittle items from being directly exposed to sunlight or 16 extremes in temperature. 17 4. Secure and maintain a location to store the material in accordance with Section 01 18 66 00. 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 PART2- PRODUCTS 22 2.1 OWNER -FURNISHED PRODUCTS 23 A. Water meters for various sizes 24 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 25 A. Manufacturers 26 I. Only the manufacturers as listed on the City's Standard Products List will be 27 considered as shown in Section 01 60 00. 28 a. The manufacturer must comply with this Specification and related Sections. 29 2. Any product that is not listed on the Standard Products List is considered a 30 substitution and shall be submitted in accordance with Section 01 25 00. 3I 3. The Water Services and appurtenances shall be new and the product of a 32 manufacturer regularly engaged in the manufacturing of Water Services and 33 appurtenances having similar service and size. 34 B. Description 35 1. Regulatory Requirements 36 a. Water Services shall meet or exceed the latest revisions of A W WA C800 and 37 shall meet or exceed the requirements of this Specification. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIP Contract SC Hatcher Street R Richardson Street City Project No. 01233 33 12 10 -6 WATER SERVICES I -INCH TO2-INCI1 Page 6 of 13 I b. All Water Services components in contact with potable water shall conform to 2 the requirements of NSF 61. 3 C. Materials/Design Criteria 4 1. Service Lines 5 a. Provide Type K Copper Tubing per ASTM B88. 6 b. Furnish in the annealed conditions, unless otherwise specified in the Contract 7 Documents. 8 2. Service Couplings 9 a. Fitting Ends 10 I) Flared Copper Tubing with thread dimensions per AWWA C800 11 2) Provide coupling nuts with a machined bearing skirt of a length equal to the 12 tubing outer diameter (O.D.). 13 b. Provide with hexagonal wrench grip compatible with the coupling size. 14 3. Corporation stops 15 a. Provide brass castings per AWWA C800 for: 16 1) Bodies 17 2) Plugs 18 3) D washers 19 4) Bottom nuts 20 b. Machining and Finishing of Surfaces 21 I) Provide 13/4 inch per foot or 0.1458 inch per inch ± 0.007 inch per inch 22 taper of the seating surfaces for the key and body. 23 2) Reduce large end of the tapered surface of the key in diameter by chamfer 24 or turning for a distance that will bring the largest end of the seating surface 25 of the key into the largest diameter of the seating surface of the body. 26 3) Relieve taper seat in the body on the small end. 27 4) Extend small end of the key there -through to prevent the wearing of a 28 shoulder and facilitate proper seating of key. 29 5) Design key, key nut and washer such that if the key nut is tightened to 30 failure point, the stem end of the key shall not fractre. 31 6) Design nut and stem to withstand a turning force on the nut of at least 3 32 times the necessary effort to properly seat the key without failure in any 33 manner. 34 7) Port through corporation stop shall be full size to eliminate turbulence in 35 the flow way. 36 8) Design stop for rotation about the axis of the flow passageway inside the 37 following minimum circles in order to properly clear the tapping machine: 38 a) Two 7/8-inch for 1-inch corporation stops 39 b) Four 15/16-inch for 1 'A -inch and 2-inch corporation stops 40 4. Curb Stops 41 a. Provide brass castings per AWWA C800. 42 b. Valve plugs shall be: 43 1) Cylinder type 44 2) Plug type, or 45 3) Ball type 46 c. Incorporate full flow porting. 47 d. Provide for full 360 degree plug rotation clockwise or counter -clockwise. 48 e. Overall Length CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 C1P Co et SC !hitcher Street & Richardson Street City Project No. 01233 331210-7 WATER SERVICES 1-INCH TO 2-INCH Page 7 of 13 1 1) 3-5/16 inch± 1/8 inch for 1-inch diameter 2 2) 4-1/32 inch ± 9.32 for I -inch diameter 3 f. Cylindrical Plug Type 4 1) Provide 0-ring seal at top and bottom. 5 a) 0-ring at top only is acceptable if bottom of curb stop body is closed. 6 2) Seals shall be Buna N. 7 3) I 0-ring seal shall surround the outlet port of the curb stop and act to 8 effectively seal in the closed position. 9 4) The port in the plug shall provide a straight through, full size flow way, so 10 shaped as to elitinate turbulence. 11 5) All waterways shall be smooth and free of burrs or rough areas. 12 6) Design the curb stop to provide ease and accuracy of operation and positive 13 shut-off of water. 14 g. Tapered Plug Type 15 1) Provide 0-ring seal at top and bottom. 16 2) The tapered plug and cylindrical recess in the valve body shall be machined 17 to match within approved manufacturing tolerances. 18 3) Inlet and outlet ports shall be sealed by 0-rings or combination Teflon U- 19 shaped seal rings backed with 0-rings. 20 4) The port in the plug shall provide a straight through, full size flow way, so 21 shaped as to eliminate turbulence. 22 5) Alt waterways shall be smooth and free of burrs or rough areas. 23 6) Design the curb stop to provide ease and accuracy of operation and positive 24 shut-off of water. 25 h. Ball Plug Type 26 1) Provide double 0-ring seals on the stem. 27 2) The ball shall seal against rubber rings mounted in the valve body at the 28 inlet and outlet ports. 29 3) The ball shall be bronze with a smooth Teflon coating. 30 4) The port in the plug shall provide a straight through, full size flow way, so 31 shaped as to eliminate turbulence. 32 5) All waterways shall be smooth and free of burrs or rough areas. 33 5. Straight Adapters 34 a. Brass castings and threads per AWWA C800 35 6. Three Part Copper Unions 36 a. Brass castings and threads per A W WA C800 37 7. Straight Meter Couplings 38 a. Brass castings per AWWA C800 39 b. Threads per A W WA C700 40 c. Tailpiece with outside iron pipe thread 41 d. Chamfer corners on threaded end of meter nut. 42 e. Machine inside and outside of tailpiece. 43 8. Branch Connections 44 a. Brass castings per A W WA C800 45 b. Inlet and outlet connections per AWWA C800 46 9. Service Saddles 47 a. Castings 48 1) Brass or Nylon coated ductile iron castings per AWWA C800 49 2) Free of porosity with sharp edges removed (Try of. PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 1 3) Fit contour of pipe as follows: 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 33 12 10 - 8 WATER SERVICES 1-INCH TO 2-INCH Page Sol' 13 Nominal Pipe Size (inches) Minimum Outside Diameter of Pipe (inches) Maximum Outside Diameter of Pipe (inches) 1.50 1.900 2.000 2.00 2.375 2.500 2.25 2.875 3.000 4.00 4,900 5.000 6.00 6.900 7.100 8.00 9.050 9,300 10.00 11.100 11.400 4) Saddle a) Form to fit firmly against side of maximum diameter of water main with approximately 180 degrees wrap around. 5) Outlet a) Design outlet boss for no thread distortion by bending moments. b) Tapped for taper threaded corporation stop conforming to AWWA C800. b. Straps I) Conform to ASTM B98. 2) Form flat to fit uniformly against the wall of the water main. 3) Rod diameter not less than 5/8 inch flattened to 1 inch on one side. 4) Straps shall be threaded 5/8 inch (1 I-NC-2A) for a distance such that'/ inch remains after clamp is fully tightened on the pipe. 5) Chamfer strap ends to protect the starting threads. 6) The threads shall be full and free from shear. 7) 4-inch and larger pipe shall be in accordance with Section 33 12 25. 8) Single straps are allowed for Saddles for pipe 2-inches in diameter and smaller. c. Nuts I) Bronze material a) Same material as straps 2) Dimensions equal to or larger than heavy hexagon nuts 3) Tapped 5/8 inch (II-NC-2B) d. Gaskets I) Neoprene rubber material 2) Cemented to saddle and positioned to facilitate installation 30 10. Brass Flanged Angle Valve 31 a. For I 1/4-inch and 2-inch services 32 b. Brass castings per AWWA C800 33 c. Valve Body with integral outlet flange and inlet wrenching flat 34 d. Fit together key and body by turning key and reaming body 35 1) Key with 0-ring seal seat at the upper end 36 2) Lap key and body seat are to conform to corporation stop requirements of 37 this Specification. 38 3) The outlet flange shall contain an 0-ring seat or a uniform flat drop -in 39 flange gasket surface. CRY OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hotelier Street & Richardson Street City Project No. 01233 331210-9 WATER SERVICES I -INCH TO 2-INCH Page 9 of 13 1 4) Drop -in flange gasket surface shall contain gasket retaining grooves milled 2 circular about the axis of the flange. 3 5) The size of the outlet flange and the diameter and spacing of the bolt boles 4 shall conform to AWWA C700. 5 6) The flange on 2-inch angle valves shall be double drilled to permit 6 connection to I'A -inch meters. 7 7) The inlet port of the valve shall be tapered to conform to AWWA C800 8 taper pipe thread. 9 8) The key cap shall include a wrenching tee marked with a raised or recessed 10 arrow to show whether the valve is open or closed. 1 1 9) Valve Assembly (main body, key, key cap) 12 a) Brass material per AWWA C800 13 b) 0-ring seal on the top of the key between the key and body seat 14 c) Key cap shall complete the assembly by attaching to the key by means 15 of a strong bronze pin with phosphor bronze spring washer(s) 16 depressed between the key cap and the top of the valve main body. 17 d) Provide with padlock wings for locking the valve in the closed position. 18 e) There shall be a uniform application of cold water valve grease 19 between the body and the key. 20 t) The valve shall be capable of being easily opened and stopping lugs. 21 g) The waterway through the valve shall be smooth and rounded for 22 minimum pressure loss, and shall be free of burrs or fins. 23 h) The valve shall be strong, well designed, neat in appearance, water- 24 tight and entirely adequate for the intended purpose. 25 i) Provide with either a high quality rubber drop -in gasket or an 0-ring 26 seal depending on the manufacturer's flange seal surface design choice. 27 11. Meter Boxes shall: 28 a. Be constructed of: 29 1) Linear Medium Density Polyethylene (LMDPE) as defined in 30 ASTM D883, as follows: 31 a) Not allowed to be located within driveways 32 b) Minimum wall thickness of 0.500 inches 33 c) Black exterior to provide UV protection 34 d) Exterior free from seams or parting lines 35 e) Smooth edges and corners and be free from sharp edges so the unit can 36 be handled safely without gloves. 37 2) Concrete 38 a) Frame of No. 6 gauge wire welded closed 39 b) Type I or Type II Portland cement, in accordance with ASTM C150, 40 portioned with lightweight aggregate, in accordance with ASTM C330 41 (I) Percentage of wear not to exceed 40 per ASTM C 1 31 42 (2) Minimum 28 day compressive strength of3,000 psi 43 b. Be able to withstand a minimum 15,000 pounds vertical load 44 c. Withstand a minimum 400 pounds sidewall load. 45 d. Class A Standard Meter Box 46 I) For use with services utilizing 5/8-inch x 3/4-inch, 3/4-inch or I -inch meter 47 2) Size 48 a) I l-inch x 18-inch Box, 12 inches high 49 e. Class B Standard Meter Box 50 I) For use with services utilizing I-I/2-inch or 2-inch meter CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC I Iatcher Street & Richardson Street City I'roject No. 01233 33 12 10 - 10 WATER SERVICES I-INCH'1'o 2-INCH Page 10 of 13 2) Size 2 a) 15.25-inch x 27-inch Box, 12 inches high 3 E Class C Standard Meter Box 4 1) For use with services utilizing two 5/8-inch x'%-inch or'/a-inch meters 5 2) Size 6 a) 18-inch x 16-inch Box, 12 inches high 7 12. Meter Box Lid 8 a. Cast Iron or Ductile Iron 9 1) Per ASTM A48, Class 30B or ductile iron per ASTM A536 10 2) Shall withstand a minimum vertical load of 15,000 pounds 11 3) Coat castings with a bituminous emulsified asphalt unless otherwise 12 specified in the Contract Documents, ground smooth, and cleaned with shot 13 blasting, to get a uniform quality free from strength defects and distortions. 14 4) Dimensions shall be within industry standards of±1/16 inch per foot. 15 5) All castings will bear the Manufacturer's IS (name or logo) and Country of 16 Origin. 17 6) Casting weights may vary 15 percent from drawing weight per industry 18 standards. 19 b. Plastic 20 I) Plastic meter lids not allowed to be installed within driveways. 21 2) The lid shall: 22 a) Be modified polyethylene material with ultraviolet protection 23 b) Seat securely and evenly inside the Meter Box and shall not overlap the 24 top edge of the Meter Box 25 c) Have a grid pattern for skid resistance 26 d) Be solid through and rated for traffic loads 27 e) Include 1/2-inch rebar segments which can be utilized for location 28 purposes 29 13. I-Iorizontal Check Valve 30 a. Equip 1 1/2-inch and 2-inch Water Services with a horizontal check valve, with 31 pipe plug, only if specified in the Drawings. 32 b. If an existing backflow preventer is present, the Contractor is to leave it, and is 33 not required to provide an additional horizontal check valve. 34 14. Service Marker 35 a. 3 inch wide, 5 mil blue vinyl tape 36 2,3 ACCESSORIES (NOT USED] 37 2.4 SOURCE QUALITY CONTROL 38 A. 'Tests and Inspections 39 I. At the City's option, the manufacturer shall be required to provide certification 40 records showing conformance of materials, design and testing to these 41 Specifications. 42 2. The test procedures shall conform to A W WA C800. 43 a. In the event that a chosen valve fails the City's hydrostatic test, the cost of the 44 test shall be at the expense of the supplier. 45 b. Proof testing of the remainder of the valves shall be at the cost and 46 responsibility of the supplier. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC hatcher Street & Richardson Street City Project No. 01233 33 12 10 - 11 WATER SERVICES I -INCH TO 2-INCH Page 11 of 13 1 c. These tests will be the basis of acceptance or rejection of the remainder of'the 2 shipment by the City. 3 3. The City reserves the right to select products at random for testing. The failure of 4 materials to conform to the applicable Specification may result in the rejection of 5 the entire shipment. 6 B. Marking 7 I. Service saddle castings shall be clearly marked by letters and numerals cast thereon 8 showing: 9 a. Manufacturer's name 10 b. Type 11 c. Size of Pipe 12 PART 3 - EXECUTION 13 3.1 INSTALLERS 14 A. A licensed plumber is required for installations on the outlet side of the service meter. 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED) 17 3.4 INSTALLATION 18 A. General 19 1. Install Water Services and appurtenances in accordance with AWWA C800. 20 2. install Water Service Lines 5 feet north or east of center of lot frontage on Tots 75 21 feet or wider, or where shown on Drawings. 22 3. Install Water Service Lines on lot center line on lots less than 75 feet wide, unless 23 otherwise shown on the Drawings. 24 4. Install services at a minimum depth of 36 inches below final grade/proposed top of 25 curb, unless otherwise specified in the Contract Documents. 26 5. Perform leak tests in accordance with Section 33 04 40. 27 6. Replace existing 3/4-inch Service Lines with I -inch new Service Line, tap, and 28 corporation. 29 7. Install replaced or relocated services with the service main tap and service line 30 being in line with the service meter, unless otherwise directed by the City. 31 8. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 32 B. Handling 33 I. Haul and distribute Service Lines fittings at the project site and handle with care to 34 avoid damage. 35 a. Inspect each segment of Service Line and reject or repair any damaged pipe 36 prior to lowering into the trench. 37 b. Do not handle the pipe in such a way that will damage the pipe. 38 2. At the close of each operating day: 39 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 40 the laying operation. CITY OF PORT WOIYI'I1 STANDARD CONSTRUCTION SPECIFICA I'ION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 33 12 10 - 12 WATER SERVICES 1-INCH TO 2-INCH Page 12 of 13 b. Effectively seal the open end of the pipe using a gasketed night cap. 2 C. Service Line Installation 3 I. Service Taps 4 a. Only ductile iron pipe may be directly tapped. 5 b. Install service taps and/or tap assemblies of the specified size as indicated on 6 the Drawings, or as specified by the Engineer. 7 c. Perform taps on a water system that is either uncharged or under pressure. 8 d. Taps consist of: 9 I) For Concrete Pressure Pipe or Steel Pipe 10 a) Standard internal pipe threaded holes in the pipe walls 11 (I) Made during pipe fabrication 12 (2) Provide tapered threaded outlet with nylon sleeved inserts for up to 13 2-inch. 14 (3) Provide flange outlet with flange to thread insulator adaptor kits for 15 4-inch and larger taps. 16 2) Other pipe materials 17 a) Bronze service clamp with a sealed, threaded port through which the 18 pipe wall is drilled to complete a service port 19 e. Tap Assemblies 20 I) Consist of corporation stop with iron to copper connection attached to: 21 a) Copper tubing terminating as shown on the City's Standard Detail 22 b) May be required adjacent to gate valves 23 c) Install as shown on the Drawings, or as directed by the Engineer. 24 d) When required, shall be included in the unit price bid for installing gate 25 valve. 26 2) Chlorination and testing purposes 27 a) No separate payment will be made for taps required for testing and 28 chlorination. 29 2. Installation of Water Services 30 a. Install tap and Service Line in accordance with City Details. 31 b. Install meter box in accordance with City Details. 32 I) Adjustment of the Service Line to proper meter placement height shall be 33 considered as part of the Meter Box installation. 34 3. Trenching 35 a. Provide a trench width sufficiently wide to allow for 2 inches of granular 36 embedment on either side of the Service Line. 37 4. Bored Services 38 a. Services shall be bored utilizing a pilot hole having a diameter''/2 inch to 3// 39 inches larger than the Service Line. 40 5. Arrangement 41 a. Arrange corporation stops, branches, curb stops, meter spuds, meter boxes and 42 other associate appurtenances as shown in the City Detail, and to the approval 43 of the Engineer. 44 6. Service Marker 45 a. When Meter Box is not installed immediately subsequent to service installation: 46 I) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of the 47 service and extending through the backfill approximately 6 inches above 48 ground at the Meter Box location, CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street. & Richardson Street City Project No. 01233 331210 -13 WATER SERVICES I-INC1I'1'O 2-INCH Page 13 of 13 t b. Installation of service taps only: 2 I) Attach service marker tape to the corporation stop or plug and extend 3 upward and normal to the main through the backfill at the adjacent trench 4 edge to at least 6 inches above ground to flag the tap location. 5 7. Corporation stops 6 a. Fully open corporation stop prior to backfill. 7 D. Removal of Existing Water Meters 8 1. Remove, tag and collect existing Water Service meter for pickup by the City for 9 reconditioning or replacement. 10 2. After installation of the Water Service in the proposed location and receipt of a 11 meter from the City inspector, install the meter. 12 3. Reset the meter box as necessary to be flush with existing ground or as otherwise I3 directed by the City. 14 4. All such work on the outlet side of the service meter shall be performed by a 15 licensed plumber. 16 3.5 REPAIR / RESTORATION [NOT USED] I7 3.6 RE -INSTALLATION [NOT USED] 18 3.7 FIELD [OR] SITE QUALITY CONTROL 19 A. Field Tests and Inspections 20 1. Check each Water Service installation for leaks and full flow through the curb stop 2t at the time the main is tested in accordance with Section 33 04 40. 22 3.8 SYSTEM STARTUP [NOT USED] 23 3.9 ADJUSTING [NOT USED] 24 3.10 CLEANING [NOT USED] 25 3.11 CLOSEOUT ACTIVITIES [NOT USED] 26 3.12 PROTECTION [NOT USED] 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 31 Revision Log DATE NAME SUMMARY OF CHANGE CITY Y OF rota WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 33 12 20 - RESILIENT SEATED (WEDGE) GATE VALVE Page 1 of 8 SECTION 33 12 20 2 RESILIENT SEATED (WEDGE) GATE VALVE 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Resilient Seated (Wedge) Gate Valves 4-inch through 48-inch for use with potable 7 water mains 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: I I 1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. 33 1110—Ductile Iron Pipe 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Measurement 18 a. Measurement for this Item shall be per each. 19 2. Payment 20 a. The work performed and the materials furnished in accordance with this Item 21 shall be paid for at the unit price bid per each "Gate Valve" installed for: 22 I) Various sizes 23 3. The price bid shall include: 24 a. Furnishing and installing Gate Valves with connections as specified in the 25 Drawings 26 b. Valve box 27 c. Extension 28 d. Valve vault and appurtenances (for 16-inch and larger gate valves) 29 e. Polyethylene encasement 30 f. Pavement removal 31 g. Excavation 32 h. Hauling 33 i. Disposal of excess material 34 j. Furnishing, placement and compaction of embedment 35 k. Furnishing, placement and compaction of backfill 36 I. Clean-up 37 in. Cleaning 38 n. Disinfection 39 0. Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 33 12 20 -2 RESILIENT SEATED (WEDGE) GATE VALVE Page 2 of 8 1 1.3 REFERENCES 2 A. Abbreviations and Acronyms 3 1. NRS — Non Rising Stem 4 2. OS&Y — Outside Screw and Yoke 5 B. Reference Standards 6 1. Reference standards cited in this Specification refer to the current reference 7 standard published at the time of the latest revision date logged at the end of this 8 Specification, unless a date is specifically cited. 9 2. American Association of State Highway and Transportation Officials (AASHTO). 10 3. American Society of Mechanical Engineers (ASME): 11 a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125, and 250). 12 4. ASTM International (ASTM): 13 a. A48, Standard Specification for Gray Iron Castings. 14 b. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 15 c. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi 16 Tensile Strength. 17 d. A536, Standard Specification for Ductile Iron Castings. 18 e. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 19 f. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 20 Steel. 21 5. American Water Works Association (AWWA): 22 a. C509, Resilient -Seated Gate Valves for Water Supply Service. 23 b. C515, Reduced -Wall, Resilient -Seated Gate Valves for Water Supply Service. 24 c. C550, Protective Interior Coatings for Valves and Hydrants. 25 d. C900, Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 IN 26 through 12 IN, for Water Transmission and Distribution. 27 6. American Water Works Association/American National Standards Institute 28 (AWWA/ANSI): 29 a. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 30 b. CI I I/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 31 Fittings. 32 c. C 115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 33 Threaded Flanges. 34 7. NSF International (NSF): 35 a. 61, Drinking Water System Components - Health Effects. 36 1.4 ADMINISTRATIVE REQUIREMENTS (NOT USED 37 1.5 SUBMITTALS 38 A. Submittals shall be in accordance with Section 01 33 00. 39 B. All submittals shall be approved by the Engineer or the City prior to delivery. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Product Data crry OF FORT WORTn STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 331220-3 RESILIENT SEATED (WEDGE) GATE VALVE Page 3 of 8 I. Resilient Seated (Wedge) Gate Valve noting the pressure rating and coating system 2 supplied, including: 3 a. Dimensions, weights, material list, and detailed drawings 4 b. Joint type 5 c. Maximum torque recommended by the manufacturer for the valve size 6 2. Polyethylene encasement and tape 7 a. Whether the film is linear low density or high density cross linked polyethylene 8 b. The thickness of the film provided 9 3. 'Thrust Restraint, if required by contract Documents 10 a. Retainer glands I I b. Thrust harnesses 12 c. Any other means 13 4. Bolts and nuts for mechanical and flange joints 14 5. Instructions for field repair of fusion bonded epoxy coating 15 6. Gaskets 16 B. Certificates 17 1. Furnish an affidavit certifying that all Resilient Seated (Wedge) Gate Valves meet 18 the provisions of this Section, each valve meets Specifications, all inspections have 19 been made and that all tests have been performed in accordance with AWWA C509 20 orAWWA C515. 21 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 1 17. 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE 25 A. Qualifications 26 1. Manufacturers 27 a. Valves 16-inch and larger shall be the product of 1 manufacturer for each 28 project. 29 I) Change orders, specials and field changes may be provided by a different 30 manufacturer upon City approval. 31 b. For valves less than I6-inch, valves of each size shall be the product of 1 32 manufacturer, unless approved by the City. 33 1) Change orders, specials and field changes may be provided by a different 34 manufacturer upon City approval. 35 c. Valves shall meet or exceed AWWA C509 or AWWA C515. 36 d. Resilient Seated Gate Valves shall be new and the product of a manufacturer 37 regularly engaged in the manufacturing of Resilient Seated Gate Valves having 38 similar service ancl size. 39 1.10 DELIVERY, STORAGE, AND HANDLING 40 A. Storage and Handling Requirements CITY OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIE Contract 5C Hatcher Street x Richardson Street City Project No. 01233 33 12 20 -4 RESILIENT SEATED (WEDGE) GATE VALVE Page 4 of 8 1 1. Protect all parts so that no damage or deterioration will occur during a prolonged 2 delay from the time of shipment until installation is completed and the units and 3 equipment are ready for operation. 4 2. Protect all equipment and parts against any damage during a prolonged period at the 5 site. 6 3. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 7 strongly built and securely bolted thereto. 8 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 9 5. Prevent plastic and similar brittle items from being directly exposed to sunlight or l0 extremes in temperature. I t 6. Secure and maintain a location to store the material in accordance with Section 01 12 66 00. 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY 15 A. Manufacturer Warranty 16 1. Manufacturer's Warranty shall be in accordance with Division 1. 17 PART2- PRODUCTS 18 2.1 OWNER -FURNISHED lore] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 20 A. Manufacturers 21 1. Only the manufacturers as listed on the City's Standard Products List will be 22 considered as shown in Section 01 60 00. 23 a. The manufacturer must comply with this Specification and related Sections. 24 2. Any product that is not listed on the Standard Products List is considered a 25 substitution and shall be submitted in accordance with Section 01 25 00. 26 Description 27 I. Regulatory Requirements 28 a. Valves shall be new and meet or exceed AWWA C509 or AWWA C515 and 29 shall meet or exceed the requirements of this Specification. 30 b. All valve components in contact with potable water shall conform to the 31 requirements of NSF 61. 32 C. Materials 33 I. Valve Body 34 a. Valve body: ductile iron per ASTM A536 35 b. Flanged ends: Furnish in accordance with AWWA/ANSI C I I5/A21.15. 36 e. Mechanical Joints: Furnish with outlets which conform to AWWA/ANSI 37 C I I I /A21. 11. 38 d. Valve interior and exterior surfaces: fusion bonded epoxy coated, minimum 5 39 mils, meeting AWWA C550 requirements B. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2003 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 331220-5 RESILIENT SEATED (WEDGE) GATE VALVE Page 5 of 8 e. Buried valves: Provide with polyethylene encasement in accordance with 2 AWWA/ANSI C105/A21.5. 3 1) Polyethylene encasement: Furnish in accordance with Section 33 11 10. 4 2. Wedge (Gate) 5 a. Resilient wedge: rated at 250 psig cold water working pressure 6 b. The wedge (gate) for all valve sizes shall be I piece, fully encapsulated with a 7 permanently bonded EPDM rubber. 8 3. Gate Valve Bolts and Nuts 9 a. Bonnet, Stuffing Box and Gear Box - Hex head bolt, and hex nut: Steel ASTM 10 A307 Gr. B, Zinc Plate per ASTM B633, SC3 for non -buried service (4-inch 11 through 12-inch valves) 12 b. Hex head bolt and hex nut: AISI 304 stainless steel for buried service (all 13 sizes) and for valves 16-inch through 36-inch (non -buried service) 14 4. Bolts and Nuts 15 a. Mechanical Joints 16 1) High strength corrosion restraint low -carbon weathering steel in 17 accordance with AWWA/ANSI CI 11/A21.1 1, and ASTM A242. 18 2) Cor-Blue coated with FluoroKote If I, or equal 19 a) Coating shall conform to the performance requirements of ASTM B 117 20 for up to 4000 hours and shall include, if required, a certificate of 21 conformance. 22 b. Flanged Ends 23 I) Meet requirements ofAWWAC509and C515. 24 2) For buried and non -buried applications, provide AISI 304 Stainless Steel 25 bolts and AISI 316 Stainless Steel nuts. 26 3) Spray bolts and nuts with anti -seize compound. 27 5. Joints 28 a. Valves: flanged, or mechanical joint or any combination of these as specified 29 on the Drawings or in the project Specifications 30 I) Flanged -joints: AWWA/ANSICII5/A21.15,ASMEB16.1,Class 125 31 a) Flange bolt circles and bolt holes shall match those of ASME B 16.1, 32 Class 125. 33 b) Field fabricated flanges are prohibited. 34 2) Steel or concrete cylinder pipe 35 a) Use flange -joints unless otherwise specified in the Contract 36 Documents. 37 3) Ductile Iron or PVC pressure pipe 38 a) Use mechanical joints unless otherwise specified in the Contract 39 Documents. 40 6. Operating Nuts 41 a. Supply for buried service valves 42 b. 1-15/16-inch square at the top, 2-inch at the base, and 1-3/4-inch high 43 c. Cast an arrow showing the direction of opening with the word "OPEN" on the 44 operating nut base. 45 d. To open, the operating nut shall be turned to the RIGHT (CLOCKWISE) 46 direction. err OF FORT WOI3'111 2008 CIP Contract 5C Hatcher Street & Richardson Street STANDARD CONSTRUCTION SPECIIICA"PION DOCUMENTS City Project No. 01233 Revised July I, 2011 33 12 20 -6 RESILIENT SEATED (WEDGE) GATE VALVE Page 6 of 8 e. Connect the operating nut to the shaft with a shear pin that prevents the nut 2 from transferring torque to that shaft or the gear box that exceeds the 3 manufacturer's recommended torque. 4 f. Furnish handwheel operators for non -buried service. 5 7. Gearing 6 a. Gate valves that are 24 inch and larger: Equip with a spur gear. 7 b. Bevel gears for horizontally mounted valves are not allowed. 8 c. The spur gear shall be designed and supplied by the manufacturer of the valve 9 as an integral part of the gate valve. 10 8. Gaskets 1 t a. Alt rubber joint gaskets utilized on valves shall be in conformance with 12 AW WA/ANSI C 11 I/A21.1 I. 13 b. Flanged Gaskets 14 I) Full face 15 2) Manufactured true to shape from approved synthetic rubber stock of a 16 thickness not less than 1/16 inch 17 3) Virgin stock and conforming to the physical and test requirements specified 18 in A W WA/ANSI C I 1 1/A21.1 1 19 4) Finished gaskets shall have holes punched by the manufacturer and shall 20 match the flange pattern in every respect. 21 5) Frayed cut edges resulting from job site gasket fabrication are not 22 acceptable. 23 6) Furnish Viton P Rubber gaskets hydrocarbon restraint gaskets, where 24 required. 25 2.3 ACCESSORIES 26 A. All gate valves shall have the following accessories provided as part of the gate valve 27 installation: 28 1. A keyed solid extension stem of sufficient length to bring the operating nut up to 29 within 1 foot of the surface of the ground, when the operating nut on the gate valve 30 is 3 feet or more beneath the surface of the ground. Extension Stems are: 31 a. Not required on City stock orders 32 b. Not to be bolted or attached to the valve -operating nut 33 c. To be of cold rolled steel with a cross -sectional area of 1 square inch, fitting 34 loosely enough to allow deflection 35 2. Furnish joint components such as gaskets, glands, lubricant, bolts, and nuts in 36 sufficient quantity for assembly of each joint. 37 3. Cast Iron Valve Boxes: provide for buried service gate valves, cast iron valve 38 boxes and covers 39 a. Each valve box for 4-inch through 12-inch valves shall be 2-piece, 5 1/4-inch 40 shafts, screw type, consisting of a top section and a bottom section. 41 b. Valve boxes shall be as listed in the City of Fort Worth Standard Products List 42 in attached in Section 01 60 00. 43 c. Valve box covers shall be so designed that they can be easily removed to 44 provide access to valve operating nut. 45 d. Valve box covers must be designed to stay in position and resist damage under 46 AASHTO FIS 20 traffic loads. CfIY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Ilateher Street & Richardson Street City Project No. 01233 331220-7 RESILIENT SEATED (WEDGE) GATE VALVE Page 7 of 8 e. Each cover shall be tasted with the word "WATER" in raised letters on the 2 upper surface. 3 f. Cast iron valve boxes and covers shall conform to ASTM A48, Class 40. 4 g. Box extension material shall be AWWA C900 PVC or ductile iron. 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.t INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED[ 10 3.4 INSTALLATION II A. General 12 1. All valves shall be installed in vertical position when utilized in normal pipeline 13 installation. 14 2. Valves shall be placed at line and grade as indicated on the Drawings. 15 3. Polyethylene encasement installation shall be in accordance with Section 33 II 10. 16 3.5 REPAIRIRESTORATION [NOT USED] 17 3.6 RE -INSTALLATION [NOT USED] 18 3.7 FIELD km] SITE QUALITY CONTROL 19 A. Field Inspections 20 1. Before acceptance of the installed valve, the City Field Operations Staffshall have 2I the opportunity to operate the valve. 22 2. The Operator will be assessing the ease of access to the operating nut within the 23 valve box and ease of operating the valve from a fully closed to fully opened 24 position. 25 3. If access and operation of the valve meet the City's criteria, then the valve will be 26 accepted as installed. 27 B. Non -Conforming Work 28 I. If access and operation of the valve does not meet the City's criteria, remedy the 29 situation until the valve meets the City's criteria. CITY OF FORT wolrrrl STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 I 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 I0 331220-8 RESILIENT SEATED (WEDGE) GATE VALVE Page 8 of 8 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CI P Contract 5C Hatcher Street & Richardson Street City Project No. 01233 331225-1 CONNECTION TO EXISTING WATER MAINS Page I of8 SECTION 33 12 25 2 CONNECTION TO EXISTING WATER MAINS 3 PARTI- GENERAL 4 1.1 SUMMARY 14 I. Division 0— Bidding Requirements, Contract Forms, and Conditions of the 15 Contract 16 2. Division I —General Requirements 17 3. 33 04 40 — Cleaning and Acceptance Testing of Water Mains 18 4. 33 05 10 — Utility 'french Excavation, Embedment and Backfill 19 5. 33 1110 — Ductile Iron Pipe 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 I. Connection to an existing unpressurized Fort Worth Water Distribution System 23 Main that does not require the City to take part of the water system out of service 24 a. Measurement 25 I) This Item is considered subsidiary to the water pipe being installed. 26 b. Payment 27 1) The work performed and the materials furnished in accordance with this 28 Item are subsidiary to the unit price bid per linear foot of water pipe 29 complete in place, and no other compensation will be allowed, 5 A. Section Includes: 6 I. Connection to existing water mains to include, but not limited to: 7 a. Cutting in a tee for a branch connection 8 b. Extending from an existing water main 9 c. Performing in -line connections 10 d. Installing a tapping sleeve and valve 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 30 2. Connection to an existing pressurized Fort Worth Water Distribution System Main 31 that requires a shutdown of some part of the water system 32 a. Measurement 33 1) Measurement for this Item shall be per each connection completed. 34 b. Payment 35 I) The work performed and (he materials furnished in accordance with this 36 Item shall be paid for at the unit price bid per each "Connection to Existing 31 Water Main" installed for: 38 a) Various sizes of existing water distribution main 39 c. The price bid shall include all aspects of making the connection including, but 40 not limited to: CITY OF FORT WORT'I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 C II' Contract 5C ITatcher Street & Richardson Street City Project No. 111233 331225-2 CONNECTION TO EXISTING WATER MAINS Page 2 of 8 1) Preparing submittals 2 2) Dewatering 3 3) Exploratory excavation (as needed) 4 4) Coordination and notification 5 5) Remobilization 6 6) Temporary lighting 7 7) Polyethylene encasement 8 8) Make-up pieces 9 9) Linings 10 10) Pavement removal I1 II) Excavation 12 l2) Hauling 13 13) Disposal of excess material 14 14) Clean-up 15 15) Cleaning 16 16) Disinfection 17 17) Testing 18 3. Connection to an existing pressurized Fort Worth Water Distribution System Main 19 by Tapping Sleeve and Valve: 20 a. Measurement 21 l) Measurement for this Item shall be per each connection completed. 22 b. Payment 23 1) The work performed and the materials furnished in accordance with this 24 Item shall be paid for at the unit price bid per each "Tapping Sleeve and 25 Valve" installed for: 26 a) Various sizes of connecting main 27 b) Various sizes of existing water distribution main 28 c. The price bid shall include all aspects of making the connection including, but 29 not limited to: 30 1) Preparing submittals 31 2) Dewatering 32 3) Exploratory excavation (as needed) 33 4) Coordination and notification 34 5) Tapping Sleeve and Tapping Valve 35 6) Remobilization 36 7) Temporary lighting 37 8) Polyethylene encasement 38 9) Make-up pieces 39 10) Linings 40 II) Pavement removal 41 12) Excavation 42 13) Hauling 43 14) Disposal of excess material 44 15) Clean-up 45 16) Cleaning 46 17) Disinfection 47 18) Testing CITY OF FORT WORTH STANDARD CONST RUC: FION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 C 11' Contract SC Hatcher Street & Richardson Street City Project No. 01233 33 12 25 - 3 CONNECTION TO EXISTING WATER MAINS Page 3 of 8 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. American Society of Mechanical Engineers (ASME): 7 a. B 16.1, Gray iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250) 8 3. ASTM International (ASTM): 9 a, A36, Standard Specification for Carbon Structural Steel. 10 b. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. I I c. A283, Standard Specification for Low and Intermediate Tensile Strength 12 Carbon Steel Plates. 13 d. A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, Low- 14 and Intermediate -Tensile Strength. 15 e. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 16 f. D2000, Standard Classification System for Rubber Products in Automotive 17 Applications, 18 4. American Water Works Association (AWWA): 19 a. C200, Steel Water Pipe - 6 IN and Larger. 20 b. C207, Steel Pipe Flanges for Waterworks Service — Sizes 4 IN through 144 IN. 21 c. C2I3, Fusion -Bonded Epoxy Coating for the Interior and Exterior of Steel 22 Water Pipelines. 23 d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves. 24 5. American Water Works Association/American National Standards Institute 25 (AWWA/ANSI): 26 a. C 105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 27 b. C I 1 1/A21.1 1, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 28 Fittings. 29 6. NSF International (NSF): 30 a, 61, Drinking Water System Components —Health Effects. 31 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. 32 (MSS): 33 a. SP-60, Connecting flange John Between Tapping Sleeves and Tapping Valves. 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. Pre -installation Meetings 36 1. Required for any connections to an existing, pressurized 16-inch or larger City 37 water distribution system main that requires a shutdown of some part of the water 38 system 39 2. May also be required for connections that involve shutting water service off to 40 certain critical businesses 41 3. Schedule a pre -installation meeting a minimum of 3 weeks prior to proposed time 42 for the work to occur. 43 4. The meeting shall include the Contractor, City Inspector and City Valve Crew. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I 2008 CIP Contract 5C Hateher Street & Richardson Street City Project No. 01233 33 12 25 -4 CONNECTION TO EXISTING WATER MAINS Page 4 of 8 5. Review work procedures as submitted and any adjustments made for current field 2 conditions. 3 6. Verify that all valves and plugs to be used have adequate thrust restraint or 4 blocking. 5 7. Schedule a test shutdown with the City. 6 8. Schedule the date for the connection to the existing system. 7 B. Scheduling 8 1. Schedule work to make all connections to existing 16-inch and larger mains: 9 a. During the period from November through April, unless otherwise approved by 10 the City 11 b. During normal business hours from Monday through Friday, unless otherwise 12 approved by the City 13 2. Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior to l4 planned disruption to the existing water system. 15 a. In the event that other water system activities do not allow the existing main to 16 be dewatered at the requested time, schedule work to allow the connection at an 17 alternate time acceptable to the City. 18 1) If water main cannot be taken out of service at the originally requested 19 time, coordination will be required with the City to discuss rescheduling 20 and compensation for mobilization. 21 2) No additional payment will be provided if the schedule was altered at the 22 Contractor's request. 23 1.5 SUBMITTALS 24 A. Submittals shall be in accordance with Section 01 33 00. 25 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 26 fabrication for specials. 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 28 A. Product Data, if applicable 29 I. Tapping Sleeve noting the pressure rating and coating system supplied including: 30 a. Dimensions, weights, material list, and detailed drawings 31 b. Maximum torque recommended by the manufacturer for the valve by size 32 B. Submittals 33 I. Provide a detailed sequence of work for 16-inch, or larger, connections if required 34 by City that includes: 35 a. Results of exploratory excavation 36 b. Dewatering 37 c. Procedure for connecting to the existing water main 38 d. Time period for completing work from when the water is shut down to when 39 the main is back in service 40 e. Testing and repressurization procedures 41 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe 42 roust be certified and provide Welding Certificates, upon request, in accordance 43 with AWWA C200. CITY of: FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Fletcher Street & Richardson Street City Project No. 01233 331225-5 CONNECTION TO EXISTING WATER MAINS Page 5 or I 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING 5 A. Storage and 1-handling Requirements 6 I. Protect parts so that no damage or deterioration occurs during a prolonged delay 7 from the time of shipment until installation is completed. 8 2. Protect all equipment and parts against any damage during a prolonged period at the 9 site. 10 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly 11 built and securely bolted thereto. 12 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. I3 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and 14 extremes in temperature. I5 6. Secure and maintain a location to store the material in accordance with Section 01 16 6600. 17 1.11 FIELD [SITE] CONDITIONS [NOT USEDI 18 1.12 WARRANTY 19 A. Manufacturer Warranty 20 1. Manufacturer's warranty shall be in accordance with Division I. 21 PART2- PRODUCTS 22 2.1 OWNER -FURNISHED [oil] OWNER -SUPPLIED PRODUCTS [NOT USED] 23 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 24 A. Manufacturers 25 I. Only the manufacturers as listed by the City's Standard Products List will be 26 considered as shown in Section 01 60 00. 27 a. The manufacturer must comply with this Specification and related Sections. 28 2. Any product that is not listed on the Standard Products List is considered a 29 substitution and shall be submitted in accordance with Section 01 25 00. 30 B. Description 31 1. Regulatory Requirements 32 a. Tapping Sleeves shall meet or exceed A W WA C223 and the requirements of 33 this Specification. 34 b. All valve components in contact with potable water shall conform to the 35 requirements of NSF 61. 36 C. Tapping Sleeve Materials 37 I. Body CrrY of FORT WORT!I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Judy I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 331225-6 CONNECTION TO EXISTING WATER MAINS Page 6 of 3 I a. Body: Carbon Steel per ASTM A283 Grade C, ASTM A285 Grade C, ASTM 2 A36 Steel or equal 3 b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion 4 applied per AWWA C213. 5 c. All buried tapping sleeves shall be provided with polyethylene encasement in 6 accordance with AWWA/ANSI C105/A21.5. 7 I) Polyethylene encasement shall be in accordance with Section 33 11 10. 8 2. Flange 9 a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME 10 B16.1 Class 125. 11 b. Recessed for tapping valve per MSS SP-60 12 3. Bolts and Nuts 13 a. Flanged Ends 14 I) Meet requirements of AWWA C207. 15 2) Provide AISI 304 Stainless Steel bolts and AISI 316 Stainless Steel nuts. 16 a) Spray bolts and nuts with anti -seize compound. 17 4. Gaskets 18 a. Nitrite Butadiene Rubber (NBR, Buna-N) per ASTM D2000 19 b. Bonded into cavity for internal and external retention 20 c. Temperature range: -20 degrees F to+180 degrees F 21 d. Suitable for water, oil, mild acids, bases, and most (aliphatic) hydrocarbon 22 fluids 23 5. Test Plug 24 a. a/a-inch NPT carbon steel with square head and fusion bonded epoxy coating 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION 30 A. Verification of Conditions 31 1. Verify by exploratory excavation, if needed, that existing water main is as depicted 32 in the Drawings and that the location is suitable for a connection to the existing 33 water main. 34 a. Excavate and backfill trench for the exploratory excavation in accordance with 35 33 05 10. 36 2. Verify that all equipment and materials are available on —site prior to the shutdown 37 of the existing main. 38 3. Pipe lines shall be completed, tested and authorized for connection to the existing 39 system in accordance with Section 33 04 40. COPY or PORT WORTH STANDARD CONSTRUCTION SPECIPICKDON DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C (hatcher Street &s Richardson Street City Project No. 01233 331225-7 CONNECTION TO EXISTING WATER MAINS Page 7 or 8 2. Dewater the existing water line so the chlorinated water is not unlawfully 9 discharged. 10 3. Maintain the water that may bleed by existing valves or plugs during installation 11 within the work area to a reasonable level. 12 a. Control the water in such a way that it does not interfere with the proper 13 installation of the connection or create a discharge of chlorinated water. 21 6. Verify that the existing pipe line is suitable for the proposed connection. 22 7. Place trench foundation and bedding in accordance with 33 05 10. I 3.3 PREPARATION [NOT USED] 2 3.4 INSTALLATION 3 A. General 4 1. Upon disruption of the existing water main, continue work until the connection is 5 complete and the existing water main is back in service. 6 B. Procedure 7 1. Expose the proposed connection point in accordance with Section 33 05 10. 14 4. If a fish kill occurs associated with the construction activities: 15 a. Immediately alter activities to prevent further fish kills. 16 b. Immediately notify Water Department. 17 c. Collect and classify fish in accordance with TCEQ requirements. 18 d. Coordinate with City to properly notify TCEQ. 19 e. Be responsible for fines assessed. 20 5. Cut and remove existing water main in order to make the connection. 23 8. In the event that a tapping sleeve and valve is used, the coupon from the existing 24 water main shall be submitted to the City. 25 9. Prevent embedment, backfill, soil, water or other debris form entering the pipeline. 27 11. Clean and disinfect the pipeline associated with the connection in accordance with 28 Section 33 04 40. 29 12. Place embedtnent to the top of the pipe zone. 26 10. Establish thrust restraint as provided for in the Drawings. 30 13. Request that the City Valve Crew re -pressurize the pipeline. 31 14. Directionally Flush the connection in accordance with Section 33 04 40. 32 15. Request that City Valve Crew open all remaining valves. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201I 2008 CIP Contract 5C Hatcher Street & Richardson Street City I'rojecl No. 01233 33 12 25 - 8 CONNECTION TO EXISTING WATER MAINS Page 8 of 8 I 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION INOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] l I END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE cm( OF PORT WORIl1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 1 2 3 PART 1 - GENERAL SECTION 33 12 40 FIRE I-IYDRANTS 33 12 40 - I DRY -BARREL FIRE HYDRANTS Page 1 of 7 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Dry -barrel fire hydrants with 51/4-inch main valve for use with potable water mains 7 B. Deviations from this City of Fort Worth Standard Specification 8 I. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 3. Specification 33 05 10 — Utility Trench Excavation, Embedment and Backfill 13 4. Specification 33 04 40 — Cleaning and Acceptance Testing of Water Mains 14 5. Specification 33 1110 -- Ductile Iron Pipe 15 6. Specification 33 II I 1 — Ductile Iron Fittings 16 7. Specification 33 I l 14 — Buried Steel Pipe and Fittings 17 8. Specification 33 12 20 — Resilient Seated Gate Valves 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Fire Hydrant and Extension 22 I) Measurement for this item shall be by the each hydrant, complete in place. 23 2. Payment 24 a. The work performed and materials furnished in accordance with this Item and 25 measured uncler "Measurement" will be paid for at the unit prices bid per each 26 "Fire Hydrant" installed. 27 3. The price bid shall include: 28 a. Furnishing and installing Fire Hydrants with appurtenances as specified in the 29 Drawings 30 b. Dry -Barrel Fire Hydrant assembly from base to operating nut 31 c. Extension barrel and stem 32 cl. Pavement Removal 33 e. Excavation 34 f. Freight, loading, unloading and handling 35 g. Disposal of excess material 36 h. Furnish, placement and compaction of embedment 37 i. Furnish, placement and compaction of backlit! 38 j. Blocking, Braces and Rest 39 k. Clean up 40 I. Disinfection CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Judy I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 33 12 40 - 2 DRY -BARREL FIRE HYDRANTS Page 2 of 7 m. Testing 2 1.3 REFERENCES 3 A. Definitions 4 I. Base: The lateral connection to the fire hydrant lead; also called a shoe 5 B. Reference Standards 6 I. Reference standards cites in this Specification refer to the current reference 7 standard published at the time of the latest revision date logged at the end of this 8 Specification, unless a date is specifically cited. 9 2. American Water Works Association (AWWA): 10 a. C502, Dry -Barrel Fire Hydrants 11 b. Manual of Water Supply Practices M17 (A W WA Manual M 17) — Installation, 12 Field Testing, and Maintenance of Fire Hydrants l3 3. NSF International 14 a. 61, Drinking Water System Components —Health Effects 15 4. National Fire Protection Association (NFPA) 16 a. 1963, Standard for Fire Hose Connections 17 5. Underwriters Laboratories, Inc. (UL) 18 a. 246, Hydrants for Fire -Protection Service 19 6. Factory Mutual (FM) 20 a. Class Number 1510, Approval Standard for Fire Hydrant (Dry Barrel Type) for 21 Private Fire Service 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Submittals shall be in accordance with Section 01 33 00. 25 B. All submittals shall be approved by the Engineer or the City prior to construction. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 27 A. Product Data 28 1. Dry -Barrel Fire Hydrant stating: 29 a. Main valve opening size 30 b. Nozzle arrangement and sizes 31 c. Operating nut size 32 d. Operating nut operating direction 33 e. Working pressure rating 34 I. Component assembly and materials 35 g. Coatings and Finishes 36 1.7 CLOSEOUT SUBMITTALS [NOT USED] 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 38 1.9 QUALITY ASSURANCE 39 A. Qualifications 40 1. Manufacturers on OF PORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Judy I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 12 40 -3 DRY -BARREL FIRE HYDRANTS Page 3 of 7 1 a. Dry -Barrel Fire Hydrants shall be the product of 1 manufacturer. 2 1) Change orders, specials and field changes may be provided by a different 3 manufacturer upon City approval. 4 2. Dry -Barrel Fire Hydrants shall be in conformance with AWWA C502, UL 246 and 5 FM 1510. 6 1.10 DELIVERY, STORAGE, AND HANDLING 7 A. Storage and Handling Requirements 8 1. Store and handle in accordance with the guidelines as stated in AWWA C502 and 9 AWWA Manual M17. 10 2. Protect all parts so that no damage or deterioration will occur during a prolonged 11 delay from the time of shipment until installation is completed and the units and 12 equipment are ready for operation. 13 3. Protect all equipment and parts against any damage during a prolonged period at the 14 site. 15 4. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 16 strongly built and securely bolted thereto. 17 5. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 18 6. Prevent plastic and similar brittle items from being directly exposed to sunlight or 19 extremes in temperature. 20 7. Secure and maintain a location to store the material in accordance with Section 01 21 66 00. 22 1.11 FIELD CONDITIONS [NOT USED] 23 1.12 WARRANTY 24 A. Manufacturer Warranty 25 1. Manufacturer's Warranty shall be in accordance with Division 1. 26 PART 2- PRODUCTS 27 2.1 OWNER -FURNISHED log] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Manufacturers 30 I. Only the manufacturers as listed on the City's Standard Products List will be 31 considered as shown in Section 01 60 00. 32 a. The manufacturer must comply with this Specification and related Sections. 33 2. Any product that is not listed on the Standard Products List is considered a 34 substitution and shall be submitted in accordance with Section 01 25 00. 35 3. The Dry -Barrel Fire Hydrant shall be new and the product of a manufacturer 36 regularly engaged in the manufacturing of Dry -Barrel Fire Hydrants having similar 37 service and size. 38 B. Description 39 1. Regulatory Requirements on OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 33 12 40 -4 DRY -BARREL FIRE HYDRANTS Page 4 of 7 a. Dry -Barrel Fire Hydrant shall meet or exceed the latest revisions of AW WA 2 C502 and shall meet or exceed the requirements of this Specification. 3 b. All Dry -Barrel Fire Hydrant components in contact with potable water shall 4 conform to the requirements of NSF 61. 5 C. Performance / Design Criteria 6 I. Capacities 7 a. Rated working pressure of 250 psi or greater 8 2. Design Criteria 9 a. Operating nut 10 I) Uniformly tapered square nut measuring: I 1 a) 1 inch at the base 12 b) 718 inch at the top 13 2) Open by turning the operating nut to the right (clockwise) 14 a) Provide operating direction clearly marked with an arrow and the word 15 "OPEN". 16 3) Provide weather shield with operating nut. 17 b. Main Valve 18 1) Minimum 51/4-inch opening 19 2) Compression type 20 a) Opening against pressure 21 b) Closing with pressure 22 c. Nozzles 23 1) `T' shape, 3 nozzle arrangement 24 2) Nozzle sizes, threads and configuration in accordance with NFPA 1963 25 a) 2 x 21/2-inch hose nozzles 26 (I) 180 degrees apart 27 b) 4%-inch pump nozzle 28 d. Hydrant Barrel Configuration 29 1) Upper barrel 30 2) Breakable flange and stem 31 a) To be installed above ground at the connection to the upper barrel 32 3) Extension barrel (if needed) and lower barrel 33 a) Extension barrel and stem 34 (1) Lengthen in 6-inch increments 35 e. Drain Valve 36 I) Non -corrodible material 37 2) Spring operated drain valves are not allowed. 38 D. Function 39 L Drain Valve 40 a. Drain fire hydrant barrels when main valve is closed. 41 E. Materials 42 I. Furnish materials in accordance with AWWA C502. 43 2. Dry -Barrel Fire Hydrant Assembly 44 a. Internal parts 45 1) Threads 46 a) Provide operating thread designed to avoid metal such as iron or steel 47 threads against iron or steel parts. CfrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 331240-5 DRY -BARREL FIRE HYDRANTS Page 5 of 7 1 2) Stem 2 a) Stem Nuts 3 (1) Provide bronze stem nuts. 4 (a) Grades per AWWA C502 5 b) Where needed, stem shall be grooved and sealed with 0-rings. 6 3. Provide crushed rock for placement around base conforming to Section 33 05 10. 7 F. Finishes 8 1. Primer Materials 9 a. Furnish primer for Dry -Barrel Fire Hydrants in accordance with AWWA C502. 10 2. Finish Materials 11 a. Dry -Barrel Fire Hydrant 12 I) Exterior 13 a) Above grade 14 (I) Furnish exterior coating for above grade Dry -Barrel Fire Hydrant 15 assembly components in accordance with AWWA C502. 16 (2) Silver coating in accordance with City of Fort Worth requirements 17 b) Below grade 18 (1) Furnish exterior coating for below grade Dry -Barrel Fire Hydrant 19 assembly components in accordance with AWWA C502. 20 2) Interior 21 a) Interior coating for Dry -Barrel Fire Hydrants assemblies in accordance 22 with AWWA C502 23 2.3 ACCESSORIES 24 A. Polyethylene Encasement 25 1. Provide polyethylene encasement in accordance with Section 33 II 10. 26 B. Embedment 27 1. Provide crushed rock and filter fabric in accordance with Section 33 05 10. 28 2.4 SOURCE QUALITY CONTROL 29 A. Tests and Inspections 30 1. Testing and inspection of Dry -Barrel Fire Hydrants in accordance with AWWA 31 C502. 32 B. Markings 33 1. Provide each Dry -Barrel Fire Hydrant narked in accordance with AWWA C502. 34 PART 3 - EXECUTION [NOT USEDI 35 3.1 INSTALLERS [NOT USEDI 36 3.2 EXAMINATION [NOT USED[ 37 3,3 PREPARATION [NOT USED] 38 3.4 INSTALLATION 39 A. General CITY or PORT woRT11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 20(18 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 331240-6 DRY -BARREL FIRE I IYDRAN TS Page 6 of 7 1. Install in accordance with AWWA Manual of Water Supply Practice M17, 2 manufacturer's recommendations and as shown on the Drawings. 3 4 5 2. Provide vertical installation with braces, rest and blocking in accordance with City Standard Details. 3. Excavate and backfill trenches in accordance with 33 05 10. 6 4. Embed Dry -Barrel Fire Hydrant assemblies in accordance with 33 05 10. 7 a. At the location of the weep holes, wrap barrel with polyethylene encasement 8 and crushed rock with filter fabric to prevent dirt and debris from entering the 9 fire hydrant. 10 5. Polyethylene encasement installation shall be in accordance with the applicable 11 portion of Section 33 1 110. 12 6. Install concrete blocking and rest in accordance with Section 03 30 00 as indicated 13 in the Drawings. 14 7. A minimum 1/3 cubic yard of crushed rock shall be placed around the base, in 15 accordance with AWWA Manual of Water Supply Practice MI7, to allow drain 16 outlets to operate. 17 a. The crushed rock should extend 6 inches above the drain outlets and a 18 minimum of 1 foot on all sides of the fire hydrant base. 19 8. Fire hydrant lead line shall be installed with a maximum cover of 7 feet. 20 a. Cover is measured from the invert at the fire hydrant base, vertical to ground 21 elevation. 22 b. Fittings may be used along fire lead line to ensure minimum and maximum 23 cover requirements are met. 24 3.5 REPAIR / RESTORATION [NOT USED] 25 3.6 RE -INSTALLATION [NOT USED] 26 3.7 FIELD CONTROL 27 A. Field Inspections 28 I . The Dry -Barrel Fire Hydrant and assembly shall perform as intended with no 29 deformation, leaking or damage of any kind for the pressure ranges indicated. 30 2. City inspector will issue final inspection notice to City staff. 31 3. City Field Operations Staff and Fire Department Staff shall have the opportunity to 32 inspect and operate the hydrant, to ensure that the fire hydrant was installed in 33 accordance with AWWA Manual of Water Supply Practice M17. This includes but 34 is not limited to: 35 a. Operation of Nozzles and operating nut are not obstructed. 36 b. Drain valve is not obstructed or plugged 37 4. Keep fire hydrant wrapped or covered to identify that it is out of service until the 38 water line it's connected to is put in service. 39 B. Non -Conforming Work 40 I . If access and operation of the Dry -Barrel Fire Hydrant or its appurtenances do not 41 meet the criteria of the AWWA Manual of Water Supply Practice M 17, the 42 Contractor will remedy the situation criteria, at the Contractor's expense. cm' OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIE Contract 5C Ilateher Street & Richardson Street City Project No. 01233 331240-7 DRY -BARREL FIRE HYDRANTS Page 7 of 7 I 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USEDI 6 3.13 MAINTENANCE 7 3.14 ATTACHMENTS 8 9 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CII' Contract 5C Butcher Street & Richardson Street City Project No. 01233 2 HIGH DENSITY POLYETIIY 33 31 15 - 1 NE (HOPE) PIPE FOR SANITARY SEWER Page 1 of5 SECTION 33 31 15 HIGH DENSITY POLYETHYLENE (HDPE) PIPE FOR SANITARY SEWER 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. High Density Polyethylene (HDPE) pipe 8-inch and larger for the use in sanitary 7 sewer rehabilitation by pipe enlargement per Section 33 31 21 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: I1 I. Division 0— Bidding Requirements, Contract Forms, and Conditions of the 12 Contract l3 2. Division 1 — General Requirements 14 3. Section 33 01 30 — Sewer and Manhole Testing IS 4. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 16 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backlit) 17 6. Section 33 05 26 — Utility Markers/Locators l8 7. Section 33 31 21 — Sanitary Sewer Pipe Enlargement 19 8. Section 33 31 50 — Sanitary Sewer Service Connections and Service Line 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 I. Measurement 23 a. This item is considered subsidiary to Sanitary Sewer Pipe Enlargement per 24 Section 33 31 21. 25 2. Payment 26 a. The work performed and materials furnished in accordance with this Item are 27 subsidiary to the unit price bid per linear foot of Pipe Enlargement per Section 28 33 31 21, and no other compensation will be allowed. 29 1.3 REFERENCES 30 A. Reference Standards 31 1. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the latest revision date logged at the end of this 33 Specification, unless a date is specifically cited. 34 2. ASTM International (ASTM): 35 a. D3350, Standard Specification for Polyethylene Plastic Pipe and Fittings 36 Materials. 37 b. F2620, Standard Practice for Heat Fusion Joining of Polyethylene Pipe and 38 Fittings. cITY or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 333115-2 ITIGH DENSITY POLYETHYLENE (HDPE) PIPE FOR SANITARY SEWER Page 2 of 5 I 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the Engineer or the City prior to delivery. 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 6 A. Product Data 7 I. Gravity pipe 8 2. Manufacturer 9 3. Nominal pipe diameter 10 4. Pressure Rating I I 5, Standard Dimension ratio (SDR) 12 6. Cell classification 13 7. Laying lengths 14 B. Certificates 15 I. Furnish an affidavit certifying that all HDPE gravity pipe meets the provisions of 16 this Section and has been tested and meets the requirements of ASTM standards as 17 listed herein. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE 21 A. Qualifications 22 1. Manufacturers 23 a. Finished pipe shall be the product of I manufacturer for each size, unless 24 otherwise specified by the City. 25 1) Change orders, specials and field changes may be provided by a different 26 manufacturer upon City approval. 27 b. Pipe manufacturing operations shall be performed under the control of the 28 manufacturer. 29 c. All pipe furnished shall be in conformance with and ASTM D3350. 30 1.10 DELIVERY, STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 I. Pipe and fittings shall be transported, stored and handled in accordance with the 33 manufacturer's guidelines. 34 2. Secure and maintain a location to store the material in accordance with 35 Section 01 66 00. cm' Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I,2011 2008 CIF' Contract 5C Hatcher Street L Rieliardson Street City Project No. 01233 33 31 15-3 HIGII DENSITY POLYETIIYLENE (HDPE) PIPE FOIL SANITARY SEWER Page 3 of 5 I 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER -FURNISHED Ion] OWNER -SUPPLIED PRODUCTS [NOT USED] 5 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 6 A. Manufacturers 7 I. Only the manufacturers as listed in the City's Standard Products List will be 8 considered as shown in Section 01 60 00. 9 a. The manufacturer must comply with this Specification and related Sections. 10 2. Any product that is not listed on the Standard Products List is considered a 11 substitution and shall be submitted in accordance with Section 01 25 00. 12 B. Materials 13 1. Pipe and Fittings 14 a. Material shall be minimum DR-17 Extra High Molecular Weight, High Density 15 Polyethylene PE 3408, Cell Class PE345464D or E (inner wall shall be white or 16 light in color) per ASTM D3350. 17 b. Material shall be homogeneous throughout and free of: 18 1) Abrasion, cutting or gouging of the outside surface extending to more than 19 10 percent of the wall thickness in depth 20 2) Cracks 21 3) Kinking (generally due to excessive or abrupt bending) 22 4) Flattening 23 5) Holes 24 6) Blisters 25 7) Other defects 26 c. Pipe with gashes, nicks, abrasions or any such physical damage which may 27 have occurred during storage and/or handling, which are larger/deeper than 10 28 percent of the wall thickness shall not be used and shall be removed from the 29 construction site. 30 d. Pipe and fittings shall be uniform in color, opacity, density and other physical 31 properties. 32 1) Pipe and fittings not meeting these criteria will be rejected. 33 e. Pipe Markings 34 I) Meet the minimum requirements of ASTM D3350. 35 2) Minimum pipe markings shall be as follows: 36 a) Marking intervals shall be at 6-inch intervals 37 b) Manufacturer's Name or Trademark and production record 38 c) Nominal pipe size 39 d) ASTM or Standard Dimension Ratio (SDR) designation 40 e) Cell classification 41 f) Se& of testing agency that verified the suitability of the pipe 42 2. Connections 43 a. Use only manufactured fittings. 44 b. See Section 33 31 50. CrrY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CII' Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 31 15 -4 HIGH DENSITY POLYETHYLENE (IIDPE) PIPE FOR SANITARY SEWER Page 4 of 5 1 3. Detectable Metallic Tape 2 a. See Section 33 05 26. 3 4. Polyethylene Repair Clamp 4 a. Smith -Blair Full Circle Clamp Style 228 or 263. 5 2.3 ACCESSORIES [NOT USED[ 6 2.4 SOURCE QUALITY CONTROL [NOT USED] 17 3. If applicable excavate and backfill trenches in accordance with Section 33 05 10. 18 B. Pipe Handling 19 1. Haul and distribute pipe and fittings at the project site. 7 PART 3- EXECUTION 8 3.1 INSTALLERS [NOT USED[ 9 3.2 EXAMINATION [NOT USED[ 10 3.3 PREPARATION [NOT USED] 11 3.4 INSTALLATION 12 A. General 13 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 14 Section 33 31 21, and in accordance with the pipe manufacturer's 15 recommendations. 16 2. Lay pipe to the lines and grades as indicated in the Drawings. 20 2. Handle piping with care to avoid damage. 21 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 22 lowering into the trench. 23 b. Use only nylon ropes, slings or other lifting devices that will not damage the 24 surface of the pipe for handling the pipe. 25 3. At the close of each operating clay: 26 a. Keep the pipe clean and free of debris, dirt, animals and trash —during and after 27 the laying operation. 28 b. Effectively seal the open end of the pipe using a gasketed night cap. 29 C. Pipe Joining 30 a. Join pipe in accordance with AS"I'M F2620. 31 b. Operators must be certified by the manufacturer to use the fusion equipment. 32 c. Follow the time and temperature recommendations of the manufacturer. 33 d. Joints shall be stronger than the pipe itself, be properly aligned and contain no ?4 gaps or voids. 35 e. Remove bead projection on the outside of the pipe to reduce chug during pipe 36 installation process. 37 D. Connection Installation 38 1. See Section 33 31 50. 39 E. Detectable Metallic Tape Installation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hotelier Streets. Richardson Street City Project No. 01233 33 31 15 -5 HIGH DENSITY POLYETHYLENE (HDPE) PIPE FOR SANITARY SEWER Page 5 of5 1 1. See Section 33 05 26. 2 3.5 REPAIR / RESTORATION INOT USED] 3 3.6 RE -INSTALLATION [NOT USED] 4 3.7 FIELD loft] SITE QUALITY CONTROL 5 A. Field Tests and Inspections 6 1. Closed Circuit Television (CCTV) inspection 7 a. Provide a Post -CCTV inspection in accordance with Section 33 01 31. 8 2. Air Test 9 a. Provide an Air Test in accordance with Section 33 01 30. 10 3.8 SYSTEM STARTUP [NOT USED] 1 I 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 19 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2003 C11' Contract 5C Hatcher Street & Richardson Street City Project Na 01233 33 31 20 - 1 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Pagc 1 or6 1 SECTION 33 31 20 2 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Polyvinyl Chloride (PVC) pipe 4-inch through 27-inch for gravity sanitary sewer 7 applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 I. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2, Division I —General Requirements 14 3. Section 33 01 30 — Sewer and Manhole Testing 15 4. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 16 5. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 17 6. Section 33 05 26 — Utility Markers/Locators 18 7. Section 33 31 50 — Sanitary Sewer Service Connections and Service Line 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Measured horizontally along the surface from center line to center line of the 23 manhole or appurtenance 24 2. Payment 25 a. The work performed and materials furnished in accordance with Ibis Item and 26 measured as provided under "Measurement" will be paid for at the unit price bid 27 per linear foot of"PVC Pipe" installed for: 28 1) Various sizes 29 2) Various Standard Dimension Ratios 30 3) Various embedments 31 4) Various depths, for miscellaneous projects only 32 3. The price bid shall include: 33 a. Furnishing and installing PVC gravity pipe with joints as specified by the 34 Drawings 35 b. Pavement removal 36 c. Excavation 37 d. Hauling 38 e. Disposal of excess material 39 f. Furnishing, placement and compaction of embedment 40 g. Furnishing, placement and compaction of backfi11 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 33 31 20 -2 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 2 of 6 h. Clay Dams 2 i. Clean-up 3 j. Cleaning 4 k. Testing 5 1.3 REFERENCES 6 A. Reference Standards 7 1. Reference standards cited in this Specification refer to the current reference 8 standard published at the time of the latest revision date logged at the end of this 9 Specification, unless a date is specifically cited. 10 2. American Association of State Highway and Transportation (AASHTO). 1 I 3. ASTM International (ASTM): 12 a. D1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) 13 Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. 14 b. D2412, Standard Test Method for Determination of External Loading 15 Characteristics of Plastic Pipe by Parallel -Plate Loading. 16 c. D3034, Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) 17 Sewer Pipe and Fittings. 18 d. D3212, Standard Specification for Joints for Drain and Sewer Plastic Pipes t9 Using Flexible Elastomeric Seals. 20 e. F679, Standard Specification for Poly (Vinyl Chloride) (PVC) Large -Diameter 21 Plastic Gravity Sewer Pipe and Fittings. 22 4. Texas Commission on Environmental Quality (TCEQ): 23 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.53 — Pipe Design. 24 b. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.54 — Criteria for Laying 25 Pipe. 26 c. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.57 —Testing 27 Requirements for Installation of Gravity Collection System Pipes. 28 5. Underwriters Laboratories, Inc. (UL). 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the Engineer or the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Product Data 35 1. Product data sheet 36 2. Manufacturer 37 3. Nominal pipe diameter 38 4. Standard dimension ratio (SDR) 39 5. Cell classification 40 6. Laying lengths 41 B. Certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C hatcher Street & Richardson Street City Project No. 01233 333120-3 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 3 of 6 I. Furnish an affidavit certifying that all PVC Gravity Pipe meets the provisions of 2 this Section and has been air and deflection tested and meets the requirements of 3 ASTM D3034 and ASTM F679. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Qualifications 8 I. Manufacturers 9 a. Finished pipe shall be the product of 1 manufacturer for each size per project, 10 unless otherwise approved by the City. I I I) Change orders, specials and field changes may be provided by a different 12 manufacturer upon City approval. 13 b. Pipe manufacturing operations shall be performed tinder the control of the 14 manufacturer. 15 c. All pipe furnished shall be in conformance with ASTM D3034 (4-inch through 16 15-inch) and ASTM F679 (18-inch through 27-inch). 17 1.10 DELIVERY, STORAGE, AND HANDLING 18 A. Storage and Handling Requirements 19 I. Gravity pipe shall be stored and handled in accordance with the manufacturer's 20 guidelines. 21 2. Secure and maintain a location to store the material in accordance with 22 Section 01 66 00. 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2- PRODUCTS 26 2.1 OWNER -FURNISHED loud OWNER-SUPPLIEDPRODUCTS [NOT USED] 27 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 28 A. Manufacturers 29 I. Only the manufacturers as listed in the City's Standard Products List will be 30 considered as shown in Section 01 60 00. 31 a. The manufacturer must comply with this Specification and related Sections. 32 2. Any product that is not listed on the Standard Products List is considered a 33 substitution and shall be submitted in accordance with Section 01 25 00. 34 B. Performance / Design Criteria 35 I. Pipe 36 a. Meet all requirements of TCEQ. 37 b. Design in accordance with ASTM D3034 for 4-inch through 15-inch SDR 35/26 38 and ASTM F679 for 18-inch through 27-inch 46PS/1 15PS. 39 c. PVC Gravity Sanitary Sewer Pipe shall be approved by the UL. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 31 20 - 4 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 4 of 6 1 d. Assume a standard lay length of 14 feet and 20 feet except for special fittings or 2 closure pieces necessary to comply with the Drawings. 3 e. Use green coloring for ground identification as sanitary sewer pipe. 4 f. PVC meeting the requirements of AS'I'M D1784, with a cell classification of 5 12454 or 12364 6 g. Deflection Design 7 1) Base pipe design on pipe stiffness, soil stiffness and load on the pipe. 8 2) Design pipe according to the Modified Iowa Formula as detailed by the 9 Uni-Bell PVC Pipe Association in the Handbook of PVC Pipe, using the 10 following parameters: I 1 a) Unit Weight of Fill (w) = 130 pounds per cubic foot 12 b) Live Load = AASHTO HS 20 13 c) Trench Depth = 12 feet minimum, or as indicated in Drawings 14 d) Maximum (E') = 1,000 max 15 e) Deflection Lag Factor (DL) = 1.0 16 f) Bedding Factor constant (K) = 0.1 17 g) Mean radius of the pipe (r), inches, as indicated in Drawings 18 h) Marston's Toad per unit length (W), pounds per inch, calculate per 19 Drawings 20 i) PVC modulus of elasticity (E) = 400,000 psi 21 j) Moment of inertia of pipe wall per unit length, (I)=t3/12, (in4/in), per 22 pipe type and size 23 (1) Where (t)= pipe thickness, inches 24 k) Maximum Calculated Deflection = 5 percent 25 h. Pipe Flotation: If the pipe is buried in common saturated soil (about 120 pounds 26 per cubic foot) with at least 1 %s pipe diameters of cover, pipe is generally not 27 subject to flotation. If shallower, check groundwater flotation potential. 28 Flotation will occur if: 29 30 Fb> WI,+ WC* Wd 31 32 Where: Fh = buoyant force, pound per foot 33 WP = empty pipe weight, pound per foot 34 WI-= weight of flooded soil, pound per foot 35 Wd = weight of dry soil, pound per foot 36 37 Values and formulas for the above variables can be obtained from the pipe 38 manufacturer and site specific soil conditions. 39 i. Verify trench depths after existing utilities are located. 40 j. Accommodate vertical alignment changes required because of existing utility or 41 other conflicts by an appropriate change in pipe design depth. 42 k. In no case shall pipe be installed deeper than its design allows. 43 2. Minimum pipe stiffness of 46 psi at 5 percent deflection when test in accordance 44 with ASTM D2412. 45 3. Pipe markings 46 a. Meet the minimum requirements of ASTM D3034 and ASTM 1,679. 47 b. Minimum pipe markings shall be as follows: 48 I) Manufacturer's Name or Trademark and production record 49 2) Nominal pipe size CITY OF FORT WORTH 2008 CIP Contract 5C Hatcher Street & Richardson Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01233 Revised July 1, 2011 333120-5 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 5 of 6 1 3) PVC cell classification 2 4) ASTM or Standard Dimension Ratio (SDR) designation 3 5) Seal of testing agency that verified the suitability of the pipe 4 4. Joints 5 a. Joints shall be gasket, bell and spigot, push -on type conforming to 6 ASTM D3212. 7 b. Since each pipe manufacturer has a different design for push -on joints; gaskets 8 shall be part of a complete pipe section and purchased as such. 9 5. Connections 10 a. Only use manufactured fittings. I I b. See Section 33 31 50. 12 6. Detectable Metallic Tape 13 a. See Section 33 05 26. 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 INSTALLATION 21 A. General 22 I. Install pipe, specials and appurtenances as specified herein, as specified in Section 23 33 05 10, and in accordance with the pipe manufacturer's recommendations. 24 2. Lay pipe to the lines and grades as indicated in the Drawings. 25 3. Excavate and backfill trenches in accordance with Section 33 05 10. 26 4. Embed PVC pipe in accordance with Section 33 05 10. 27 B. Pipe I-Iandling 28 I. Haul and distribute pipe and fittings at the project site. 29 2. Handle piping with care to avoid damage. 30 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 31 lowering into the trench. 32 b. Use only nylon ropes, slings or other lifting devices that will not damage the 33 surface of the pipe for handling the pipe. 34 3. At the close of each operating day: 35 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 36 the laying operation. 37 b. Effectively seal the open end of the pipe using a gasketed night cap. 38 C. Pipe John Installation 39 a. Clean dirt and foreign material from the gasketed socket and the spigot end. CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 31 20 - 6 I'OLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 6 of 6 b. Assemble pipe joint by sliding the lubricated spigot end into the gasketecl bell 2 end to the reference mark. 3 c. Install such that identification marking on each joint are oriented upward toward 4 the trench opening. 5 d. When making connection to manhole, use an elastomeric seal or flexible boot to 6 facilitate a seal. 7 D. Connection Installation 8 1. See Section 33 31 50. 9 E. Detectable Metallic Tape Installation 10 1. See Section 33 05 26. 11 3.5 REPAIR / RESTORATION [NOT USED] 12 3.6 RE -INSTALLATION [NOT USED] 13 3.7 FIELD [cm] SITE QUALITY CONTROL 14 A. Field Tests and Inspections 15 1. Video Inspection 16 a. Provide a Post -CCTV inspection in accordance with Section 33 01 31. 17 2. Air Test and Deflection (Mandrel) Test 18 a. Perform in accordance with Section 33 01 30. 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 28 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC I !atelier Street & Richardson Street City Project No. 01233 333150-1 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 1 of 9 1 SECTION 33 31 50 2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Sanitary sewer service connection, service line and 2-way cleanout from the main 7 to the right-of-way, as shown on the Drawings, directed by the Engineer and 8 specified herein for: 9 a. New Service 10 b. New Service (Bored) 1 1 c. Private Service Relocation 12 d. Service Reinstatement 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 19 4. Section 33 31 20 — Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. New Service 23 a. Measurement 24 1) Measurement for this Item shall be per each "Sewer Service" complete in 25 place. 26 b. Payment 27 I) The work performed and materials furnished in accordance with this Item 28 will be paid for al the unit price bid per each "Sewer Service" installed for: 29 a) Various sizes 30 c. The price bid shall include: 31 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 32 the Drawings 33 2) Pavement removal 34 3) Excavation 35 4) Hauling 36 5) Disposal of excess material 37 6) Tee connection to main 38 7) Fittings 39 8) 2-way cleanout 40 9) Furnishing, placing and compaction of embedment 41 10) Furnishing, placing and compaction of backfill 42 II) Clean-up CITY OE FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC !latches Street & Richardson Street City Project! No. 01233 333150-2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 2 of 9 2. New Ductile Iron Service 2 a. Measurement 3 I) Measurement for this Item shall be per each "DIP Sewer Service" complete 4 in place. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this Item 7 will be paid for at the unit price bid per each "DIP Sewer Service" installed 8 for: 9 a) Various sizes 10 c. The price bid shall include: 11 1) Furnishing and installing New DIP Sanitary Sewer Service Line as 12 specified by the Drawings 13 2) Pavement removal 14 3) Excavation 15 4) Hauling l6 5) Disposal of excess material 17 6) Tee connection to main 18 7) Fittings 19 8) 2-way cleanout 20 9) Furnishing, placing and compaction of embedment 21 10) Furnishing, placing and compaction of backfill 22 11) Clean-up 23 3. Bored Sewer Service 24 a. Measurement 25 1) Measurement for this Item shall be per each "Bored Sewer Service" 26 complete in place. 27 b. Payment 28 I) The work performed and materials furnished in accordance with this Item 29 and measured as provided under "Measurement" will be paid for at the unit 30 price bid per each "Bored Sewer Service" installed for: 31 a) Various sizes 32 b) Various materials 33 c. The price shall include: 34 I) Furnishing and installing New Sanitary Sewer Service Line as specified by 35 the Drawings 36 2) Pavement removal 37 3) Excavation 38 4) Hauling 39 5) Disposal of excess material 40 6) Tee connection to main 41 7) Service Line 42 8) Fittings 43 9) 2-way cleanout 44 10) Furnishing, placing and compaction of embedment and backfill 45 11) Clean-up 46 4. Deep Sewer Service 47 a. Measurement 48 I) Measurement for this Item shall be per each "Deep Sewer Service" 49 complete in place. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2003 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 31 50 -3 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 3 of 9 b. Payment 2 I) The work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" will be paid for at the unit 4 price bid per each new "Deep Sewer Service" installed for: 5 a) Various sizes 6 b) Various materials 7 c. The price shall include: 8 1) Furnishing and installing Deep Sanitary Sewer Service Line as specified by 9 the Drawings 10 2) Pavement removal II 3) Excavation 12 4) Hauling 13 5) Disposal of excess material 14 6) Tee connection to main 15 7) Service Line 16 8) Fittings 17 9) 2-way ceanout 18 10) Furnishing, placing and compaction of embedment and backfill 19 11) Clean-up 20 5. Private Service Relocation 21 a. Measurement 22 1) Measured horizontally along the surface from center line to center line of 23 the fitting, manhole or appurtenance 24 b. Payment 25 I) The work performed and the materials furnished in accordance with this 26 Item and measured as provided under "Measurement" will be paid for at the 27 unit price bid per linear foot for "Sewer Service, Private Relocation" 28 installed for: 29 a) Various sizes 30 b) Various materials 31 c. The price shall include: 32 1) Performing relocation as specified in the Drawings 33 2) Excavation 34 3) Hauling 35 4) Disposal of excess material 36 5) Service Line - private side by plumber 37 6) Fittings 38 7) Furnishing, placing and compaction of embedment 39 8) Furnishing, placing and compaction of backlit! 40 9) Clean-up 41 6. 2-way Cleanout 42 a. Measurement 43 1) Measurement for this Item shall be per each when only a "2-way Cleanout" 44 is installed. 45 b. Payment 46 I) The work performed and the materials furnished in accordance with this 47 Item shall be paid for at the unit price bid per each "2-way Cleanout" 48 installed for: 49 a) Various sizes CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No, 01233 333150-4 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 4 of9 1 b) Various materials 2 c. The price bid shall include: 3 1) Furnishing and installing the 2-way Cleanout as specified in the Drawings 4 2) Pavement removal 5 3) Hailing 6 4) Disposal of excess material 7 5) Furnishing, placing and compaction of backfill 8 6) Clean-up 9 7. Service Reinstatement 10 a. Measurement 11 1) Measurement for this Item shall be per each Reinstatement of Service 12 associated with the sewer main being rehabilitated by a trenchless method. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this item 15 and measured as provided under "Measurement" will be paid for at the unit 16 price bid per each reinstatement of service for: 17 a) Various sizes 18 c. The price bid shall include: 19 1) Tap to existing main (if required) 20 2) Pavement removal 21 3) Excavation 22 4) Hauling 23 5) Disposal of excess material 24 6) Tee connection to main 25 7) Service line (if required) 26 8) Fittings 27 9) Furnishing, placing and compaction of embedment and backfill 28 10) Clean-up 29 1.3 REFERENCES 30 A. Definitions 31 1. New Service 32 a. New service applies to the installation of a service with connection to a new or 33 existing sewer main. 34 b. The service materials would include service line, fittings and cleanout. 35 2. Bored Service 36 a. Bored service applies to the installation of a service with connection to a new or 37 existing sewer main including a bore under an existing road. 38 b. The service materials would include service line, fittings and cleanout. 39 3. Deep Service (See Detail SAN-012) 40 a. Deep service applies to the installation of a service to a new or existing sewer 41 main where a difference of at least 15 feet exists between the finished grade and 42 the top of the sewer main. 43 b. The service materials would include service line, fittings and cleanout. 44 4. Private Service Relocation 45 a. Private service relocation applies to the replacement of the existing sewer 46 service line on private property typically associated with the relocation of the 47 existing main. 48 b. Typical main relocation will be from a rear lot easement or alley to the street. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 4 2011 2005 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 333150-5 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 5 ot'9 5. Service Reinstatement 2 a. Service reinstatement applies to the reconnection of an existing service to an 3 existing main that has been rehabilitated by Irenchless methods such as pipe 4 enlargement (pipe bursting), slip lining or CIPP. 5 B. Reference Standards 6 I. Reference standards cited in this Specification refer to the current reference 7 standard published at the time of the latest revision date logged at the end of this 8 Specification, unless a date is specifically cited. 9 2. ASTM International (ASTM): 10 a. ASTM D3034 Standard Specification for Type PSM Poly (Vinyl Chloride) 11 (PVC) Sewer Pipe and Fittings 12 b. ASTM D1785 Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic 13 Pipe, Schedules 40, 80 and 120. 14 c. ASTM D2321 Standard Practice for Underground Installation of Thermoplastic 15 Pipe for Sewers and Other Gravity -Flow Applications 16 d. ASTM D2412 Standard Test Method for Determination of External Loading 17 Characteristics of Plastic Pipe by Parallel -Plate Loading 18 e. ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic 19 Pipes Using Flexible Elastomeric Seals 20 3. Texas Commission on Environmental Quality 21 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.54 — Criteria for Laying 22 Pipe and Rule 23 b. Title 30, Part I, Chapter 217, Subchapter C, 217.55 — Manholes and Related 24 Structures 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Scheduling 27 1. Provide advance notice for service interruption to property owner and meet 28 requirements of Division 0. 29 1.5 SUBMITTALS 30 A. Submittals shall be in accordance with Section 01 33 00. 31 B. All submittals shall be approved by the Engineer or the City prior to delivery. 32 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 33 A. Product data shall include, if applicable: 34 1. Tee connection or saddle 35 2. Fittings (including type of cleanout) 36 3. Service line 37 B. Certificates 38 1. Furnish an affidavit certifying that service line and fittings meet the provisions of 39 this Section. crry OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street i Richardson Street City Project No. 01233 333150-6 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 6 of 9 I 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING 5 A. Storage and Handling Requirements 6 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 7 guidelines. 8 2. Protect all parts such that no damage or deterioration will occur during a prolonged 9 delay from the time of shipment until installation is completed and the units and 10 equipment are ready for operation. 11 3. Protect all equipment and parts against any damage during a prolonged period at the 12 site. 13 4. Prevent plastic and similar brittle items from being directly exposed to sunlight or 14 extremes in temperature. 15 5. Secure and maintain a location to store the material in accordance with Section 01 16 66 00. 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART2- PRODUCTS 20 2.1 OWNER -FURNISHED [NOT USED] 21 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 22 A. Manufacturers 23 1. Only the manufacturers as listed on the City's Standard Products List will be 24 considered as shown in Section 01 60 00. 25 a. The manufacturer must comply with this Specification and related Sections. 26 2. Any product that is not listed on the Standard Products List is considered a 27 substitution and shall be submitted in accordance with Section 01 25 00. 28 3. The services and appurtenances shall be new and the product of a manufacturer 29 regularly engaged in the manufacturing of services and appurtenances having 30 similar service and size. 31 B. Materials/Design Criteria 32 I. Service Line and Fittings (including tee connections) 33 a. PVC pipe and fittings on public property shall be in accordance with Section 33 34 31 20. 35 b. PVC pipe and fittings on private property shall be Schedule 40 in accordance 36 with ASTM DI785. 37 2. Service saddle 38 a. Service saddles shall only be allowed when connecting a new service to an 39 existing sanitary sewer main and shall: CITY OF FORT VNORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 33 31 50 - 7 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 7 or9 1) Be a I -piece prefabricated saddle, either polyethylene or PVC, with 2 neoprene gasket for seal against main 3 2) Use saddle to fit outside diameter of main 4 3) Use saddle with grooves to retain band clamps 5 4) Use at least 2 stainless steel band clamps for securing saddles to the main 6 b. No inserta tees service connections may be used. 7 3. Cleanout 8 a. Cleanout stack should be the same material as the service line, except when DI 9 pipe is being used. 10 b. Use cast iron cap for cleanout cover. 11 4. Coupling 12 a. For connections between new PVC pipe stub out and existing service line, use 13 flexible adapter coupling consisting of neoprene gasket and stainless steel shear 14 rings with 2-inch stainless steel band clamps. 15 2.3 ACCESSORIES [NOT USED] 16 2.4 SOURCE QUALITY CONTROL [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS 19 A. A licensed plumber is required for installations of the service line on private property. 20 3.2 EXAMINATION [NOT USED[ 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. General 24 I. Install service line, fittings and cleanout as specified herein, as specified in Section 25 33 05 I0 and in accordance with the pipe manufacturer's recommendations. 26 B. Handling 27 I. Haul and distribute service lines, fittings and cleanouts at the project site and handle 28 with care to avoid damage. 29 a. Inspect each segment of service line and reject or repair any damaged pipe 30 prior to lowering into the trench. 31 2. Do not handle the pipe in such a way that will damage the pipe. 32 C. Service Line 33 I. Lay service line at a minimum grade of 2 percent, as shown on details SAN-01 1 34 and SAN-0 I IA or at lines and grades as indicated in the Drawings. 35 2. If service line is installed by bore as an alternative to open cut the cost associated 36 with open cut installation such as pavement removal, trenching, embedment and 37 backfill and pavement patch will not be included as part of Ole bore installation. 38 3. Excavate and backfill trenches in accordance with 33 05 10. 39 4. Embed PVC Pipe in accordance with 33 05 10. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C I [atelier Street Z Richardson Street City Project No. 01233 333150-8 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 8 of 9 D. Cleanout 2 I. Install out of traffic areas such as driveways, streets and sidewalks whenever 3 possible. 4 a. When not possible, install cast iron cleanout stack and cap. 5 2. Install 2-way cleanout in non -paved areas in accordance with Detail SAN-01 1. 6 3. Install 2-way cleanout in paved areas in accordance with Detail SAN-01 IA. 7 E. Service line connection to main 8 1. New service on new or replacement main 9 a. Determine location of service connections before main installation so the 10 service fittings can be installed during main installation. 11 b. Connect service line to main with a molded or fabricated tee fitting. 12 2. Reconnection to main after pipe enlargement 13 a. Tapping the existing main and installing a strap on tee connection may be used. 14 b. Allow the new main to recover from imposed stretch before tapping and service 15 installation. 16 1) Follow manufacturer's recommendation for the length of time needed. 17 c. Tap main at 45 degree angle to horizontal when possible. 18 1) Avoid tapping the top of main. 19 d. Extend service line from main to property line or easement line before 20 connecting to the existing service line. 21 3. New service on existing main 22 a. Connect service line to main with a molded Or fabricated tee fitting if possible. 23 b. Tapping the existing main and installing a strap on tee connection may be used. 24 F. Private Service Relocation 25 1. Requirements for the relocation of service line on private property 26 a. A licensed plumber must be used to install service line on private property. 27 b. Obtain permit from the Development Department for work on private property. 28 c. Pay for any inspection or permit fees associated with work on private property. 29 d. Verify (by Exploratory Excavation of Existing Utilities) the elevations at the 30 building cleanout and compare to data on the Drawings before beginning 31 service installation. 32 e. Submit elevation information to the City inspector. 33 f. Verify that the 2 percent slope installation requirement can be met. 34 I) if the 2 percent slope cannot be met, verify with the Engineer that line may 35 be installed at the lesser slope. 36 3.5 REPAIR / RESTORATION [NOT USED] 37 3.6 RE -INSTALLATION 38 A. Service Relocation 39 1. All relocations that are not installed as designed or fail to meet the City code shall 40 be reinstalled at the Contractor's expense. 41 3.7 FIELD loR[ SITE QUALITY CONTROL 42 A. Inspections 43 I. Private property service line requires approval by the City plumbing inspector 44 before final acceptance. Crr v OF FORT WORTH 2008 CIP Contract 5C Ilatcher Street & Richardson Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City I'rojeet No. 01233 Revised July 1, 2011 33 31 50 -9 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 9 of 9 I 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 9 I0 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT WORT!' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2003 OP Contract SC I catcher Street & Richardson Street City Project No. 01233 2 3 PART1- GENERAL 3339Er) -1 CAST -IN -PLACE CONCRETE MANHOLE Page I of7 SECTION 33 39 10 CAST -IN -PLACE CONCRETE MANHOLE 4 1.1 SUMMARY 5 A. Section includes: 6 1. Sanitary Sewer Cast -in -Place Concrete Manholes 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include but are not necessarily limited to: l0 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 1l Contract 12 2. Division I — General Requirements 13 3. Section 03 30 00 — Cast -In -Place Concrete 14 4. Section 03 80 00 — Modifications to Existing Concrete 15 5. Section 33 01 30 — Sewer and Manhole Testing 16 6. Section 33 05 13 — Frame, Cover, and Grade Rings 17 7. Section 33 39 60 — Epoxy Liners for Sanitary Sewer Structures 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Manhole 21 a. Measurement 22 1) Measurement for this Item shall be per each. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item shall be paid for at the unit price bid per each "Manhole" installed for: 26 a) Various sizes 27 b) Various types 28 c. The price bid will include: 29 I) Manhole structure complete in place 30 2) Excavation 31 3) Forms 32 4) Reinforcing steel (if required) 33 5) Concrete 34 6) Backfill 35 7) Foundation 36 8) Drop pipe 37 9) Stubs 38 10) Frame 39 II) Cover 40 12) Grade rings 41 13) Pipe connections CITY OF FORT WORTI1 STANDARD coNSTRUCTION sPECIPICATION DOCUMENTS Revised July 1,2011 2008 C IP Contract SC hatcher Street & Richardson Street City Project No. 01233 333910-2 CAST -IN -PLACE CONCRETE MANIIOLE Page 2 or7 14) Pavement removal 2 15) Hauling 3 16) Disposal of excess material 4 17) Placement and compaction of backfili 5 18) Clean-up 6 2. Extra Depth Manhole 7 a. Measurement 8 1) Measurement for added depth beyond 6 feet will be per vertical foot, 9 measured to the nearest 1/10 foot. 10 b. Payment 11 1) The work performed and the materials furnished in accordance with this 12 Item and measured as provided under "Measurement" will be paid for at the 13 unit price bid per vertical foot for "Extra Depth Manhole" specified for: 14 a) Various sizes 15 c. The price bid will include: 16 1) Manhole structure complete in place 17 2) Excavation 18 3) Forms 19 4) Reinforcing steel (if required) 20 5) Concrete 21 6) Backlit! 22 7) Foundation 23 8) Drop pipe 24 9) Stubs 25 10) Frame 26 11) Cover 27 12) Grade rings 28 13) Pipe connections 29 14) Pavement removal 30 15) Hauling 31 16) Disposal of excess material 32 17) Placement and compaction of backfill 33 18) Clean-up 34 3. Sanitary Sewer Junction Structure 35 a. Measurement 36 1) Measurement for this Item will be per each Sewer Junction Structure being 37 installed. 33 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under "Measurement" shall be paid for at the 41 lump sum bid per each "Sewer Junction Structure" location. 42 c. Price bid will include: 43 1) Junction Structure complete in place 44 2) Excavation 45 3) Forms 46 4) Reinforcing steel (if required) 47 5) Concrete 48 6) Backfill 49 7) Foundation CITY OF FORT WORTt1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 333910-3 CAST -IN -PLACE CONCRETE MANHOLE Page 3 of 7 1 8) Drop pipe 2 9) Stubs 3 10) Frame 4 11) Cover 5 12) Oracle rings 6 13) Pipe connections 7 14) Pavement removal 8 15) Hauling 9 16) Disposal of excess material 10 17) Placement and compaction of backfill 11 18) Clean-up 12 1.3 REFERENCES 13 A. Definitions 14 1. Manhole Type 15 a. Standard Manhole (See City Standard Details) 16 1) Greater than 4 feet deep up to 6 feet deep 17 b. Standard Drop Manhole (See City Standard Details) 18 1) Same as Standard Manhole with external drop connection (s) 19 c. Type "A" Manhole (See City Standard Details) 20 1) Manhole set on a reinforced concrete block placed around 39-inch and 21 larger sewer pipe 22 d. Shallow Manhole (See City Standard Details) 23 1) Less than 4 feet deep with formed invert for sewer pipe diameters smaller 24 than 39-inch 25 2. Manhole Size 26 a. 4 foot diameter 27 1) Used with pipe ranging from 8-inch to 15-inch 28 b. 5 foot diameter 29 1) Used with pipe ranging from 18-inch to 36-inch 30 c. See specific manhole design on Drawings for pipes larger than 36-inch. 31 B. Reference Standards 32 I. Reference standards cited in this Specification refer to the current reference 33 standard published at the time of the latest revision date logged at the end of this 34 Specification, unless a date is specifically cited. 35 2. ASTM International (ASTM): 36 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating. 37 b. D4259, Standard Practice for Abrading Concrete. 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED[ 39 1.5 SUBMITTALS 40 A. Submittals shall be in accordance with Section 01 33 00. 41 B. All submittals shall be approved by the Engineer or the City prior to delivery. 42 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 43 A. Product Data 44 1. Drop connection materials crry OP FORT \ORH I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 C II' Contract SC Ilatcher Street & Richardson Street City Project No. 01233 33 39 10-4 CAST -IN -PLACE CONCRETE MANHOLE Page4 of 7 2. Pipe connections at manhole walls 2 3. Stubs and stub plugs 3 4. Admixtures 4 5. Concrete Mix Design 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] II PART2- PRODUCTS 12 2.1 OWNER -FURNISHED 100] OWNER-SUPPLIEDPRODUCTS [NOT USED] 13 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 14 A. Manufacturers 15 I. Only the manufacturers as listed on the City's Standard Products List will be 16 considered as shown in Section 01 60 00. 17 a. The manufacturer must comply with this Specification and related Sections. 18 2. Any product that is not listed on the Standard Products List is considered a 19 substitution and shall be submitted in accordance with Section 01 25 00. 20 B. Materials 21 I. Concrete — Conform to Section 03 30 00. 22 2. Reinforcing Steel — Conform to Section 03 21 00. 23 3. Frame and Cover —Conform to Section 33 05 13. 24 4. Grade Ring — Conform to Section 33 05 13. 25 5. Pipe Connections 26 a. Pipe connections can be !remolded pipe adapter, flexible locked -in boot 27 adapter, or integrally cast gasket channel and gasket. 28 6. Interior Coating or Liner — Conform to Section 33 39 60, if required. 29 7. Exterior Coating 30 a. Use Coal Tar Bitumastic for below grade clamp proofing. 31 b. Dry film thickness shall be no Tess than 12 mils and no greater than 30 mils. 32 c. Solids content is 68 percent by volume ± 2 percent. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project Na 01233 33 3910-5 CAST -IN -PLACE CONCRETE MANHOLE Page 5 of 7 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION 6 A. Evaluation and Assessment 7 1. Verify lines and grades are in accordance to the Drawings. 8 3.3 PREPARATION 9 A. Foundation Preparation 10 1. Excavate 8 inches below manhole foundation. 11 2. Replace excavated soil with course aggregate, creating a stable base for the 12 manhole construction. 13 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch 14 mud slab may be substituted. 15 3.4 INSTALLATION 16 A. Manhole 17 1. Construct manhole to dimensions shown on Drawings. 18 2. Cast manhole foundation and wall monolithically. 19 a. A cold joint with water stop is allowed when the manhole depth exceeds 12 20 feet. 21 b. No other joints are allowed unless shown on Drawings. 22 3. Place, finish and cure concrete according to Section 03 30 00. 23 a. Manholes must cure 3 clays before backfilling around structure. 24 B. Pipe connection at Manhole 25 1. Do not construct joints of sewer pipe within wall sections of manhole. 26 C. Invert 27 I. Construct invert channels to provide a smooth waterway with no disruption of flow 28 at pipe -manhole connections. 29 2. For direction changes of mains, construct channels tangent to mains with maximum 30 possible radius of curvature. 31 a. Provide curves for side inlets. 32 3. Sewer pipe may be laid through the manhole and the top ''A of the pipe removed to 33 facilitate manhole construction. 34 4. For all standard manholes provide full depth invert. 35 5. For example, if 8-inch pipe is connected to manhole, construct the invert to full 8 36 inches in depth. 37 D. Drop Manhole Connection CfIY OF FORT \NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Judy 1, 2011 2008 CIP Contract 5C I[atelier Street & Richardson Street City Project No. 01233 1 2 33 39 10 - 6 CAST -IN -PLACE CONCRETE MANHOLE Page 6 of 7 1. Install drop connection when sewer line enters manhole higher than 24 inches above the invert. 3 E. Final Rim Elevation 4 I. Install concrete grade rings for height adjustment. 5 a. Construct grade ring on load bearing shoulder of manhole. 6 b. Use sealant between rings as shown on Drawings. 7 2. Set frame on top of manhole or grade rings using continuous water sealant. 8 3. Remove debris, stones and dirt to ensure a watertight seal. 9 4. Do not use steel shims, wood, stones or other unspecified material to obtain the 10 final surface elevation of the manhole frame. 11 F. Internal coating 12 I. Internal coating application will conform to Section 33 39 60, if required by 13 Drawings. 14 G. External coating 15 I. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of 16 the coating. 17 2. Cure for 3 clays before backfilling around structure. 18 3. Coat the same date the forms are removed. 19 4. Prepare surface in accordance with ASTM D4258 and ASTM D4259. 20 5. Application will follow manufacturer's recommendation. 21 E1. Modifications and Pipe Penetrations 22 1. Conform to Section 03 80 00. 23 1. Junction Structures 24 1. All structures shall be installed as specified in Drawings. 25 3.5 REPAIR / RESTORATION [NOT USED] 26 3.6 RE -INSTALLATION [NOT USED] 27 3.7 FIELD QUALITY CONTROL 28 A. Field Tests and Inspections 29 I. Perform vacuum test in accordance with Section 33 01 30. (JI Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract 5C Hatcher Street r@ Richardson Street City Project No. 01233 333910-7 CAST -IN -PLACE CONCRETE MANHOLE Page 7 of 7 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 9 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street 84 Richardson Street City Project No. 01233 SECTION 33 39 20 2 PRECAST CONCRETE MANHOLE 3 PART 1 - GENERAL 4 LI SUMMARY 10 I. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 11 Contract 12 2. Division I — General Requirements 13 3. Section 03 30 00 — Cast -in -Place Concrete 14 4. Section 03 80 00— Modifications to Existing Concrete 15 5. Section 33 01 30 — Sewer and Manhole Testing 16 6. Section 33 05 13—Frame, Cover, and Grade Rings 17 7. Section 33 39 60 — Epoxy Liners for Sanitary Sewer Structures 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 I. Manhole 21 a. Measurement 22 I) Measurement for this Item shall be per each concrete manhole installed. 23 b. Payment 24 I) The work performed and the materials furnished in accordance with this 25 Item shall be paid for at the unit price bid per each "Manhole" installed for: 26 a) Various sizes 27 b) Various types 28 c. The price bid will include: 29 I) Manhole structure complete in place 30 2) Excavation 31 3) Forms 32 4) Reinforcing steel (if required) 33 5) Concrete 34 6) Backfill 35 7) Foundation 36 8) Drop pipe 37 9) Stubs 38 10) Frame 39 II) Cover 40 12) Grade rings 41 13) Pipe connections 33 39 20 - I PRECAST CONCRETE MANHOLE Page 1 of 6 5 A. Section Includes: 6 I. Sanitary Sewer Precast Concrete Manholes 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher & Richardson Street City Project No. 01233 333920-2 PRECAST CONCRETE MANHOLE Page 2 of 6 14) Pavement removal 2 15) Hauling 3 16) Disposal of excess material 4 17) Placement and compaction of backfill 5 18) Clean-up 6 2. Extra Depth Manhole 7 a. Measurement 8 I) Measurement for added depth beyond 6 feet will be per vertical foot, 9 measured to the nearest 1/10 foot. 10 b. Payment 11 1) The work performed and materials furnished in accordance with this Item 12 and measured as provided under "Measurement" will be paid for at the unit 13 price bid per vertical foot for "Extra Depth Manhole" specified for: 14 a) Various sizes 15 c. The price bid will include: 16 1) Manhole structure complete in place 17 2) Excavation 18 3) Forms 19 4) Reinforcing steel (if required) 20 5) Concrete 21 6) Backfill 22 7) Foundation 23 8) Drop pipe 24 9) Stubs 25 10) Frame 26 11) Cover 27 12) Grade rings 28 13) Pipe connections 29 14) Pavement removal 30 15) Hauling 31 16) Disposal of excess material 32 17) Placement and compaction of backfill 33 18) Clean-up 34 1.3 REFERENCES 35 A. Definitions 36 1. Manhole Type 37 a. Standard Manhole (See City Standard Details) 38 1) Greater than 4 feet deep up to 6 feet deep 39 b. Standard Drop Manhole (See City Standard Details) 40 1) Same as Standard Manhole with external drop connection(s) 41 c. Type "A" Manhole (See City Standard Details) 42 I) Manhole set on a reinforced concrete block placed around 39-inch and 43 larger sewer pipe. 44 d. Shallow Manhole (See City Standard Details) 45 1) Less than four 4 deep with formed invert for sewer pipe diameters smaller 46 than 39-inch 47 2. Manhole Size 48 a. 4 foot diameter CITY Of FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Ilateher & Richardson Street City Project No. 01233 333920-3 PRECAST CONCRETE MANIIOLE Page 3 of 6 I) Used with pipe ranging from 8-inch to 15-inch 2 b. 5 foot diameter 3 1) Used with pipe ranging from I8-inch to 36-inch 4 2) See specific manhole design on Drawings for pipes larger than 36-inch. 5 B. Reference Standards 6 I. Reference standards cited in this Specification refer to the current reference 7 standard published at the time of the latest revision date logged at the end of this 8 Specification, unless a date is specifically cited. 9 2. ASTM International (ASTM): 10 a. C478, Standard Specification for Precast Reinforced Concrete Manhole 11 Sections. 12 b. C923, Standard Specification for Resilient Connectors Between Reinforced 13 Concrete Manholes Structures, Pipes, and Laterals. 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 1.5 SUBMITTALS 16 A. Submittals shall be in accordance with Section 01 33 00. 17 B. All submittals shall be approved by the Engineer or the City prior to delivery. 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 19 A. Product Data 20 I . Precast Concrete Manhole 21 2. Drop connection materials 22 3. Pipe connections at manhole walls 23 4. Stubs and stub plugs 24 5. Admixtures 25 6. Concrete Mix Design 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY 32 A. Manufacturer Warranty 33 1. Manufacturer's Warranty shall be in accordance with Division 1. CITY OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Ss Richardson Street City Project No. 01233 333920-4 PRECAST CONCRETE MANHOLE Page 4 of 6 1 PART 2- PRODUCTS 2 2.1 OWNER -FURNISHED Ion] OWNER -SUPPLIED PRODUCTS [NOT USED] 3 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 4 A. Manufacturers 5 I . Only the manufacturers as listed on the City's Standard Products List will be 6 considered as shown in Section 01 60 00. 7 a. The manufacturer must comply with this Specification and related Sections. 8 2. Any product that is not listed on the Standard Products List is considered a 9 substitution and shall be submitted in accordance with Section 01 25 00. 10 B. Materials 11 1. Concrete — Conform to Section 03 30 00. 12 2. Precast Joints — Conform to ASTM C478. 13 3. Precast Sections 14 a. Provide bell -and -spigot design incorporating a premolded joint sealing 15 compound for wastewater use. 16 b. Clean bell spigot and gaskets, lubricate and join. 17 c. Minimize number of segments. 18 d. Use long joints at the bottom and shorter joints toward the top. 19 e. Include manufactures stamp on each section. 20 4. Lifting Devices 21 a. Manhole sections and cones may be furnished with lift lugs or lift holes. 22 l) if lift lugs are provided, place 180 degrees apart. 23 2) If lift holes are provided, place 180 degrees apart and grout during manhole 24 installation. 25 5. Frame and Cover — Conform to Section 33 05 13. 26 6. Grade Ring — Conform to Section 33 05 13 and ASTM C478. 27 7. Pipe Connections 28 a. Utilize either an integrally cast embedded pipe connector or a boot -type 29 connector installed in a circular block out opening conforming to ASTM C923. 30 8. Steps 31 a. No steps are allowed. 32 9. Interior Coating or Liner — Conform to Section 33 39 60. 33 10. Exterior Coating 34 a. Use Coal Tar Bitumastic for below grade clamp proofing. 35 b. Dry film thickness shall be no less than 12 mils and no greater than 30 mils. 36 c. Solids content is 68 percent by volume t 2 percent. crrY OF PORT wO12TH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher & Richardson Street City Project No. 01233 333920-5 PRECAST CONCRETE MANHOLE Page 5 of 6 I 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION 6 A. Evaluation and Assessment 7 I. Verify lines and grades are in accordance to the Drawings. 8 3.3 PREPARATION 9 A. Foundation Preparation 10 I. Excavate 8 inches below manhole foundation. 1 I 2. Replace excavated soil with course aggregate; creating a stable base for manhole 12 construction. 13 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch 14 mud slab may be substituted. 15 3.4 INSTALLATION 16 A. Manhole 17 1. Construct manhole to dimensions shown on Drawings. 18 2. Precast Sections 19 a. Provide bell -and -spigot design incorporating a premolded joint sealing 20 compound for wastewater use. 21 b. Clean bell spigot and gaskets, lubricate and join. 22 e. Minimize number of segments. 23 d. Use long joints used at the bottom and shorter joints toward the top. 24 B. Invert 25 I. Construct invert channels to provide a smooth waterway with no disruption of flow 26 at pipe -manhole connections. 27 2. For direction changes of mains, construct channels tangent to mains with maximum 28 possible radius of curvature. 29 a. Provide curves for side inlets. 30 3. For all standard manholes provide full depth invert. 31 4. For example, if 8-inch pipe in connected to manhole construct the invert to full 8 32 inches in depth. 33 C. Drop Manhole Connection 34 t. Install drop connection when sewer line enters manhole higher than 24 inches 35 above the invert. 36 D. Final Rim Elevation 37 I. Install concrete grade rings for height adjustment. 38 a. Construct grade ring on load bearing shoulder of manhole. 39 b. Use sealant between rings as shown on Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal July I, 2011 2008 CIP Contract 5C Hatcher Sc Richardson Street City Project No. 01233 333920-6 PRECAST CONCRETE MANHOLE Page 6 of 6 2. Set frame on top of manhole or grade rings using continuous water sealant. 2 3. Remove debris, stones and dirt to ensure a watertight seal. 3 4. Do not use steel shims, wood, stones or other unspecified material to obtain the 4 final surface elevation of the manhole frame. 5 E. Internal coating 6 1. Internal coating application will conform to Section 33 39 60, if required by 7 Drawings. 8 F. External coating 9 I. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of 10 the coating. 11 2. Cure manhole for 3 days before backfilling around the structure. 12 3. Application will follow manufacturer's recommendation. 13 G. Modifications and Pipe Penetrations l4 I. Conform to Section 03 80 00. 15 3.5 REPAIR / RESTORATION (NOT USED] 16 3.6 RE -INSTALLATION [NOT USED] 17 3.7 FIELD QUALITY CONTROL 18 A. Field Tests and Inspections 19 I. Perform vacuum test in accordance with Section 33 01 30. 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE CrfY OF PORT IVORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher & Richardson Street City Project No. 01233 33 41 10 - 1 REINFORCED CONCRETE STORNI DRAIN PIPE/CULVERTS Page 1 of 12 SECTION 33 41 10 2 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Furnishing and installing reinforced concrete storm chain pipe and culverts, 7 including: 8 a. Pipe or box fittings 9 b. Connection of drain lines to curb inlets 10 e. All joints I I d. All connections to new or existing pipe or headwalls, manholes, etc., to the 12 lines and grades shown on the Drawings 13 B. Deviations from this City of Fort Worth Standard Specification 14 I. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division l — General Requirements 18 3. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 19 4. Section 03 30 00 — Cast -in -Place Concrete 20 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 21 6. Section 33 05 23 — Hand Tunneling 22 7. Section 03 34 13 - Controlled Low Strength Material (CLSM) 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Reinforced Concrete Storm Drain Pipe 26 a. Measurement 27 1) Measured along the longitudinal centerline of the pipe from the initial 28 beginning point as shown on Drawings to the end of construction as shown 29 on Drawings, excluding inside diameters of any manholes encountered 30 b. Payment 31 I) The work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" will be paid for at the unit 33 price bid per linear foot of"RCP" installed for: 34 a) Various sizes 35 b) Various classes 36 c. The price bid shall include: 37 I) Furnishing and installing the specified diameter pipe and appurtenant 38 fittings 39 2) Mobilization 40 3) Pavement removal 41 4) Excavation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal July 1, 2011 2008 CIP Contract SC Hatcher Street and Richardson Street City Project No, 01233 33 41 10-2 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 2 of 12 5) Hauling 2 6) Disposal of excess material 3 7) Furnishing, placement and compaction of embedment 4 8) Furnishing, placement and compaction of backfill 5 9) Gaskets 6 10) Clean-up 7 I I) Cleaning 8 12) Jointing 9 13) Connections to all drainage structures 10 2. Reinforced Concrete Storm Drain Culverts 11 a. Measurement 12 1) Measured along the longitudinal centerline of the pipe from the initial 13 beginning point as shown on Drawings to the end of construction as shown 14 on Drawings, excluding inside diameters of any manholes encountered 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 and measured as provided under "Measurement" will be paid for at the unit 18 price bid per linear foot of "Box Culvert" installed for: 19 a) Various sizes 20 c. The price bid shall include: 21 1) Furnishing and installing the specified diameter pipe and appurtenant 22 fittings 23 2) Mobilization 24 3) Pavement removal 25 4) Excavation 26 5) Hauling 27 6) Disposal of excess material 28 7) Furnishing, placement and compaction of embedment 29 8) Furnishing, placement and compaction of backfill 30 9) Gaskets 31 10) Clean-up 32 11) Cleaning 33 12) Jointing 34 13) Connections to all drainage structures 35 1.3 REFERENCES 36 A. Reference Standards 37 1. Reference standards cited in this Specification refer to the current reference 38 standard published at the time of the latest revision date logged at the end of this 39 Specification, unless a date is specifically cited. 40 2. American Association of State Highway and Transportation Officials (AASHTO): 41 a. T 1 I, Inorganic Matter or Ash in Bituminous Materials. 42 3. ASTM International (ASTM): 43 a. A185, Standard Specification for Steel Welded Wire Reinforcement, Plain, for 44 Concrete. 45 b. A497, Standard Specification for Steel Welded Wire Reinforcement, 46 Deformed, for Concrete. 47 c. C76, Standard Specification for Reinforced Concrete Culvert, Storm Drain, and 48 Sewer Pipe. CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 C II' Contract 5C Hatcher Street and Richardson Street City Project No. 01233 33 41 10-3 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 3 of 12 1 d. C36 1, Standard Specification for Reinforced Concrete Low -Head Pressure 2 Pipe. 3 e. C443, Standard Specification for Joints for Concrete Pipe and Manholes, Using 4 Rubber Gaskets. 5 f. C497, Standard Test Methods for Concrete Pipe, Manhole Sections, or Tile. 6 g. C506, Standard Specification for Reinforced Concrete Arch Culvert, Storm 7 Drain, and Sewer Pipe. 8 h. C507, Standard Specification for Reinforced Concrete Elliptical Culvert, Storm 9 Drain, and Sewer Pipe. 10 i. C990, Standard Specification for Joints for Concrete Pipe, Manholes, and 11 Precast Box Sections Using Preformed Flexible Joint Sealants. 12 j. C1433, Standard Specification for Precast Reinforced Concrete Monolithic Box 13 Sections for Culverts, Storm Drains, and Sewers. 14 k. D4, Standard Test Method for Bitumen Content. 15 I. D6, Standard Test Method for Loss on Heating of Oil and Asphaltic 16 Compounds. 17 m. D36, Standard Test Method for Softening Point of Bitumen (Ring -and -Ball 18 Apparatus). 19 n. D71, Standard Test Method for Relative Density of Solid Pitch and Asphalt 20 (Displacement Method). 21 0. D92, Standard Test Method for Flash and Fire Points by Cleveland Open Cup 22 Tester. 23 p. D1 13, Standard Test Method for Ductility of Bituminous Materials. 24 q. D217, Standard Test Methods for Cone Penetration of Lubricating Grease. 25 4. TxDOT Test Procedures (Tex): 26 a. Tex-704-1, Making, Curing, and Testing Compression Test Specimens for 27 Precast Concrete 28 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED[ 29 1.5 SUBMITTALS 30 A. Submittals shall be in accordance with Section 01 33 00. 31 B. All submittals shall be approved by the City prior to delivery. 32 1.6 ACTION SUBMITTALS/INFORMATION SUBMITTALS 33 A. Certificates 34 1. Furnish manufacturer's certificate of compliance that their product meets the 35 physical testing requirements of this Specification for the materials referenced 36 including, but not limited to: 37 a. Reinforced concrete pipe 38 b. Concrete box culvert 39 c. Jointing materials Crry OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 2008 CII' Contract 5C Hatcher Street and Richardson Street City Project No. 01233 33 41 10 -4 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 4 or 12 I 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING 5 A. Storage and Handling Requirements 6 1. Secure and maintain a location to store the material in accordance with Section 01 7 66 00. 8 2. Keep pipe clean and fully drained during storage. 9 3. Transport, handle and store pipe and fittings as recommended by manufacturer. 10 4. Repair or replace any damaged pipe before installation per the manufacturer's 11 recommendation. 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART2- PRODUCTS 15 2.1 OWNER -FURNISHED lord OWNER-SUPPLIEDPRODUCTS [NOT USED] 16 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 17 A. Fabrication 18 1. Precast Reinforced Concrete Pipe 19 a. Provide precast storm sewer pipe that conforms to ASTM C76, ASTM C506 or 20 ASTM C507 for circular, arch or elliptical pipe respectively. 21 b. Utilize a machine made process or cast by a process that will provide uniform 22 placement of a mixture of cement, aggregate and water proportional to provide 23 a homogeneous concrete meeting the specified strength requirements. 24 c. Mix concrete in a central batch plant or other approved hatching facility where 25 the quality and uniformity of the concrete is assured. 26 d. Do not use transit mixed concrete to manufacture precast concrete pipe. 27 2. Concrete Box Culvert 28 a. Cast -in -Place 29 1) Conform to Section 03 30 00. 30 b. Precast 31 I) Furnish machine made precast boxes in accordance with ASTM C1433. 32 2) Utilize a machine made process or cast by a process that will provide 33 uniform placement of a mixture of cement, aggregate, and water 34 proportional to provide a homogeneous concrete meeting the specified 35 strength requirements. 36 3) Concrete water to cement ratio not to exceed 0.53 by weight 37 4) Utilize minimum 470 pounds of cement per cubic yard of concrete unless 38 mix designs with lower cement content demonstrate that the quality and 39 performance of the sections meet the requirements of this Specification. CFI'Y OF FORT WORTH STANDARD CONS'IRIJCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CII' Contract 5C I Iateher Street and Richardson Street City Project No. 01233 33 41 10 -5 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 5 of 12 5) Mix concrete in a central batch plant or other approved hatching facility 2 where the quality and uniformity of the concrete is assured. 3 6) Do not use transit mixed concrete to manufacture precast concrete box 4 culvert. 5 7) Utilize welded wire fabric steel reinforcement conforming to ASTM A 185 6 or ASTM A497. 7 8 9 I0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 3. Jointing Materials a. Use any of the materials described in this Section for the making ofjoinls. I) Furnish a manufacturer's certificate of compliance for all jointing materials. 2) Cold Applied Preformed Plastic Gaskets/Flexible Joint Sealants a) Provide flexible joint sealants that meet the requirements of ASTM C990. b) Utilize 1 continuous gasket conforming to the joint shape for each joint. c) Plastic gasket shall be produced from blends of refined hydrocarbon resins and plasticizing compounds reinforced with inert mineral filler and shall contain no solvents, irritating fumes or obnoxious odors. d) Use flexible joint sealants that do not depend on oxidizing, evaporating or chemical action for its adhesive or cohesive strength. e) Supply in extruded rope form of suitable cross section and size as to fill the joint space when the pipes are joined. f) Provide a size of the pre -formed flexible joint sealant in accordance with the manufacturer's recommendations and large enough to properly seal the joint and obtain the squeeze out as described under construction methods. g) The gasket joint sealer shall be protected by a suitable removable 2- piece wrapper, and the 2-piece wrapper shall be so designed that 'A may be removed longitudinally without disturbing the other'' 'A to facilitate application as noted below. h) The chemical composition of the gasket joint sealing compound as shipped shall meet the requirements of Table I when tested in accordance with the test methods shown. Table J. Sealine Cmuponnd Chemfenl C Composition Test Method Percent by Weight Bitumen ASTM D4 Bitumen Content 50-70 Ash -Inert Mineral Matter AASHTO TI I I 30-50 Volatile Matter at 325 degrees F ASTM D6 Loss on Heating of Oil and Asphaltic Compounds 2.0 Max j) Gasket joint sealing compound when immersed for 30 days at ambient room temperature separately in 5 percent solution of caustic potash, a mixture of 5 percent hydrochloric acid, a 5 percent solution of sulfuric acid and a saturated hydrogen sulfide (H2S) solution shall show no visible deterioration. The physical properties of the gasket joint sealing compound as shipped shall meet the requirements in Table 2 when tested in accordance with the test methods shown, CI I Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street and Richardson Street City Project No. (11233 33 41 10 -6 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 6 of 12 Table 2. Sealing Compound Physical Properties Property Test Method Typical Analysis Specific Gravity at 77 degrees F ASTM D71 1.20 to 1.35 Ductility at 77 degrees F ASTM D113 5.0 centimeters minimum Softening Point at 77 degrees F ASTM D36 320 degrees F minimum Penetration 32 degrees F (300-gms) 60-seconds ASTM D2I7 75 minimum 77 degrees F (150-gms) 5-seconds 50 to 120 115 degrees F (150-gms) 5-seconds 150 max Flash Point C.O.C. ASTM D92 600 degrees F Fire Point C.O.0 625 degrees F 2 3) Rubber Gaskets 3 a) Provide gaskets that conform to ASTM C361 or ASTM C443. 4 b) Meet the requirements of ASTM C443 for design of the joints and 5 permissible variations in dimensions. 6 B. Design Criteria 7 I. Reinforced Concrete Pipe 8 a. Unless otherwise indicated on the Drawings, furnish Class III concrete pipe 9 with shell thickness, circumferential reinforcement and strength conforming to 10 the requirements of ASTM C76, ASTM C506 or ASTM C507 for circular, arch 11 or elliptical pipe respectively, except as modified below: 12 l) Manufacture pipes larger than 60-inch diameter by using 2 lines of circular 13 reinforcement. 14 2) For Class lit pipes larger than 60-inch diameter, manufacturer may, at its 15 option, furnish pipe manufactured with either Wall "B" or Wall "C" 16 minitnum thicknesses and the applicable minimum steel area as listed for 17 circular cages in Table II of ASTM C76, provided test strength 18 requirements for Class III pipe are satisfactorily met. 19 b. Jacking, Boring, or Tunneling 20 1) Design pipe for jacking, boring or tunneling conforming to the 21 requirements of Section 33 05 23. 22 2) When requested, provide design notes and drawings signed and sealed by a 23 Texas licensed professional engineer. 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL 26 A. Tests and Inspections 27 I. Reinforced Concrete Pipe 28 a. Acceptance of pipe will be determined by the results of the following tests: 29 1) Material tests required in ASTM C76, ASTM C506 or ASTM C507. 30 2) Absorption tests in accordance with ASTM C497. 31 3) 3-edge bearing tests in accordance with ASTM C497. 32 a) Testing Rate 33 (1) If tested for 0.01-inch crack only: 34 (a) Test 0.8 percent of pipe sections for each size included in order 35 (2) If tested for 0.01-inch crack and ultimate load: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street and Richardson Street City Project No. 01233 334110-7 REINFORCED CONCRETE STORM DRAIN PIPE7CULVERTS Page 7 of 12 2 b) Pipes that have been tested only to the formation of a 0.01 inch crack 3 and that meet the 0.01 inch test load requirements shall be accepted for 4 use. 5 c) Failed Pipe 6 (1) Test 2 consecutive joints in the same mix series if a specimen fails 7 to meet test requirements. 8 (2) Entire pipe series will be rejected if 1 of the consecutive joints fails 9 to meet test requirements. 10 d) Pipes larger than I inch in diameter may be accepted on the basis of I I material tests and inspection of completed product as an alternate to 3- 12 edge bearing test, at the option of the manufacturer. 13 (I) Acceptance of pipe will be determined by the results of the material 14 tests as required in ASTM C76, ASTM C506 or ASTM C507. 15 (a) Perform crushing tests on cores taken from barrel of completed 16 and cured pipe. 17 (b) Perform absorption tests on samples from pipe wall. 18 (c) Inspect finished pipe including amount and placement of 19 reinforcement. 20 (2) Manufacturer will furnish facilities and personnel for taking core 21 samples from pipe barrel and for determining compressive strength 22 of samples. 23 (3) Manufacturer will plug and seal core holes if samples meet strength 24 requirements. 25 (a) Plug and seal sections in a manner that the pipe section will 26 meet all test requirements of ASTM C76, ASTM C506 or 27 ASTM C507. 28 (b) Pipe sections plugged and sealed as described above will be 29 accepted for use. 30 4) Inspect the finished pipe to determine its conformance with the required 31 design. 32 2. Cast -in -Place Concrete Box Culvert 33 a. Provide test specimens that meet the requirements of Division 03. 34 3. Precast Box Culvert 35 a. Make test specimens in test cylinders at the same time and in the same manner 36 as the box sections they represent. 37 b. Make a minimum of 4 test cylinders for each day's production run and each 38 mix design. 39 c. Cure test cylinders in the same manner and for the same times as the boxes they 40 represent, 41 d. Test the specimens in accordance with Tex-704-I. 42 B. Sizes and Permissible Variations 43 I. Reinforced Concrete Pipe 44 a. Ensure that variations in diameter, size, shape, wall thickness, reinforcement, 45 placement of reinforcement, laying length and the permissible under run of 46 length are in accordance with the applicable ASTM Specification for each type 47 of pipe as referred to previously. (a) Test 0.2 percent of pipe sections for each size included in order CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 2008 CIP Contract SC Hatcher Street and Richardson Street City Project No. 01233 334110-8 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 8 of 12 1 b. Where rubber gasket pipe joints are to be used, the design of joints and 2 permissible variations in dimensions shall be in accordance with ASTM C443, 3 Sections 7 and 8. 4 2. Cast -in -Place or Precast Box Culvert 5 a. Ensure that precast sections of either type meet the following requirements: 6 1) The inside vertical and horizontal dimensions do not vary from Drawing 7 requirements by more than 1/2 inch or 1 percent, whichever is greater. 8 2) The horizontal or vertical plane at each end of the box section does not vary 9 from perpendicular by more than 1/2 inch or 1 percent, whichever is 10 greater, measured on the inside faces of the section. 11 3) The sides of a section at each end do not vary from being perpendicular to 12 the top and bottom by more than 1/2 inch or 1 percent, whichever is greater, 13 when measured diagonally between opposite interior corners. 14 b. Ensure that wall and slab thicknesses are not less than shown on the Drawings 15 except for occasional deficiencies not greater than 1/4 inch or 5 percent, 16 whichever is greater. 17 1) If proper jointing is not affected, thicknesses in excess of Drawing 18 requirements are acceptable. 19 c. Deviations from the above tolerances will be acceptable if the sections can be 20 fitted at the plant or job site and the joint opening at any point does not exceed 21 1 inch. 22 1) Use match marks for proper installation on sections that have been accepted 23 in this manner. 24 C. Workmanship and Finish 25 I. Reinforced Concrete Pipe 26 a. Ensure that pipe is substantially free from fractures, large or deep cracks and 27 surface roughness. 28 b. Ensure that ends of pipe are normal to the walls and centerline of the pipe 29 within the limits of variations allowed as stated previously. 30 2. Cast -in -Place or Precast Box Culvert 31 a. Fine cracks on the surface of the member that do not extend to the plane of the 32 nearest reinforcement are acceptable unless the cracks are numerous and 33 extensive. 34 b. Repair cracks that extend into the plane of the reinforcing steel in an approved 35 manner. 36 c. Excessive damage, honeycomb or cracking will be subject to structural review. 37 d. The City may accept boxes with repairs that are sound, properly finished and 38 cured in conformance with pertinent Specifications. 39 e. When fine cracks on the surface indicate poor curing practices, discontinue 40 further production of precast sections until corrections are made and proper 41 curing is provided. 42 D. Curing 43 I. Cure pipe/box in accordance with the applicable ASTM Specification for each type 44 of pipe as referred to above. 45 E. Marking 46 1. Reinforced Concrete Pipe 47 a. Clearly mark the following information on each section of pipe: CITY OF FORT WOIt i ll STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 C Contract 5C 11ateher Street and Richardson Street City Project No. 01233 33 41 10 -9 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 9 or 12 1) Class of pipe 2 2) ASTM designation 3 3) Date of manufacture 4 4) Identification of plant 5 5) Name or trademark of the manufacturer 6 6) Pipe to be used for jacking and boring 7 b. For pipe with elliptical reinforcement, in addition to above, clearly mark I end 8 of each section during the process of manufacture or immediately after with the 9 following: 10 I) The location of the top or bottom of the pipe as it should be installed, I I unless the external shape of the pipe is such that the correct position of the 12 top and bottom is obvious 13 2) Mark the pipe section by indenting or painting with waterproof paint. 14 2. Cast -in -Place or Precast Box Culvert 15 a. Mark precast boxes with the following: 16 I) Name or trademark of the producer 17 2) Date of manufacture 18 3) Box size 19 4) Minimum and maximum fill heights 20 b. For boxes without lifting holes, mark I end of each box section on the inside 21 and outside walls to indicate the top or bottom as it will be installed. 22 c. Indent markings into the box section or paint them on each box with waterproof 23 paint. 24 F. Pipe/Box Rejection 25 1. Individual sections of pipe/box may be rejected if any of the Specification 26 requirements are not met or if any of the following exist: 27 a. Fractures or cracks passing through the shell, with the exception of a single end 28 crack that does not exceed the depth of the joint 29 b. Defects that indicate imperfect proportioning, mixing and molding 30 c. Surface defects indicating honeycombed or open texture 31 d. Damaged ends which would prevent making a satisfactory John 32 e. Any continuous crack having a surface width of 0.01 inch or more and 33 extending for a length of 12 inch or more 34 2. Mark rejected pipe/box with painted "REJECTED". 35 3. Remove rejected pipe/box immediately from job site and replace with pipe/box 36 meeting the requirements of this Specification. 37 PART 3 - EXECUTION 38 3.1 INSTALLERS [NOT USED] 39 3.2 EXAMINATION [NOT USED' 40 3.3 PREPARATION [NOT USED' 41 3.4 INSTALLATION 42 A. General CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street and Richardson Street City Project Na 01233 334110 -10 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 10 of 12 I. Conform to the requirements of Section 33 05 10 for excavation and embedment for 2 open -cut type installation. 3 2. Conform to the requirements of Section 33 05 23 when jacking, boring or tunneling 4 methods are specified on Drawings. 5 3. Establish and maintain lines and grades. 6 B. Pipe/Box Laying — Trench Installation 7 I. Ensure that pipe/box and fittings are laid and jointed in firm trench bottom 8 conditions. 9 2. Start laying pipe/box on the bedding at the outlet or downstream end with the spigot 10 or tongue end of the pipe joint pointing downstream, and proceed toward the inlet I I or upstream end with the abutting sections properly matched, true to the established l2 lines and grades. 13 3. Provide appropriate facilities for hoisting and lowering the sections of pipe/box l4 according to manufacturer's recommendation. 15 4. Lift and lower sections of pipe/box into trench without damaging pipe or disturbing t6 the prepared bedding or sides of trench. l7 5. Carefully clean pipe/box ends before pipe is placed in trench. 18 6. Protect pipe/box open end to prevent entrance of earth or bedding material as each 19 length of' pipe/box is laid. 20 7. Fit, match and lay pipe/box to form a smooth, uniform conduit. 21 8. When elliptical pipe with circular reinforcing or circular pipe with elliptical 22 reinforcing is used, lay the pipe in trench so that the markings for top or bottom are 23 not more than 5 degrees from the vertical plane through the longitudinal axis of the 24 pipe 25 9. Remove and re -lay, without extra compensation, pipe/box that is not in alignment 26 or that shows excessive settlement after laying. 27 C. Multiple Barrel Box Culvert Placement 28 1. Fill the annular space between multiple boxes with crushed rock or CLSM 29 according to 03 34 13. 30 a. Water jetting will not be allowed between parallel boxes. 31 2. Start the laying of boxes on the bedding at the outlet end and proceed toward the 32 inlet end with the abutting sections properly matched. 33 3. Fit, match and lay boxes to form a smooth, uniform conduit true to the established 34 lines and grades. 35 D. Jointing 36 1. Cold Applied Preformed Plastic Gaskets/Flexible Joint Sealants 37 a. Brush -apply a suitable primer, recommended by the manufacturer of the gasket 38 joint sealer, to tongue and groove joint surfaces and end surfaces. 39 1) Ensure that surface to be primed is clean and dry when primer is applied. 40 2) Ensure that primer is not applied over mud, sand, dirt or sharp cement 41 protrusions. 42 3) Allow primer to dry and harden. 43 b. Attach plastic gasket sealer around tapered tongue or tapered groove near the 44 pipe joint hub or shoulder, before laying pipe in trench. CITY OF FORT WORlli STANDARD CONSTRUCTION SPECIE icATioN DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street and Richardson Street City Project No. 01233 3341 10-II REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page I I of 12 c. Remove paper wrapper from 1 side only of the 2-piece wrapper on gasket and 2 press it firmly to the clean, dry pipe joint surface. 3 1) Do not remove the outside wrapper until immediately before pushing pipe 4 into its final position. 5 d. Align the tongue correctly with the flare of the groove. 6 e. Remove outside wrapper on the gasket and pull or push pipe home with 7 sufficient force (back hoe shovel, chain hoist, ratchet hoist or winch) to cause 8 evidence of gasket material squeeze -out on inside or outside around complete 9 pipe joint circumference. 10 I) Remove any joint material that pushed out into the interior of pipe. 11 2) Ensure that pipe is pulled home in a straight line with all parts of pipe on 12 line and grade at all times. 13 f. Proceed with backfilling of pipe laid with plastic gasket joints as soon as joint has been inspected and approved by the Engineer or Inspector. 15 I) Take special precautions in placing and compacting backfill to avoid 16 damage to joints. 17 g. When the atmospheric temperature is below 60 degrees F, store pre -formed 18 flexible joint sealants in an area warmed to above 70° degrees F or artificially 19 warmed to this temperature in a manner satisfactory to the Engineer. 20 I) Apply gaskets to pipe joints immediately prior to placing pipe in trench, 21 followed by connection to previously laid pipe. 22 2. Rubber Gaskets 23 a. Make the joint assembly according to the recommendations of the gasket 24 manufacturer. 25 b. When using rubber gaskets, make joints watertight. 26 c. Backfill after the joint has been inspected and approved. 27 E. Backfill 28 1. Conform to the requirements of Section 33 05 10 for backfilling pipe/box trenches. 29 F. Pipe fittings 30 1. Poured Concrete Pipe Collars 31 a. Provide collars for locations shown on Drawings. 32 b. Collar cost is considered subsidiary to bid price for furnishing and installing 33 reinforced concrete pipe. No extra payment will be made for installation of 34 concrete pipe collars shown on the Drawings. 35 2. Shop and Field -Fabricated Wyes, Tees, Crosses and Bends 36 a. Furnish and install shop or field -fabricated wyes, tees, crosses or bends as 37 indicated on Drawings or required by the Engineer. 38 b. Shop -fabricate fittings for maximum pipe size less than 24-inches in diameter 39 for the larger pipe. 40 c. Field -Fabricate fittings with 24-1nch or greater diameter for the larger pipe. 4f d. Field -fabricate fittings for box culverts. 42 e. Take care in fabrication that concrete walls of pipe are broken back only 43 enough to provide the required finished opening. 44 f. Join reinforcing mesh or bars by bending, twisting or spot welding to provide a 45 rigid connection. CITY OF FOR"1' WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 4 2011 2008 CIP Contract SC Nateher Street and Richardson Street City Project No. 01233 g• 2 3 4 33 41 10 - 12 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 12 of 12 Concrete or mortar (as specified in this segment) shall be wiped over the reinforcing wires connecting the 2 pipe joints, compacted by light blows, shaped to the contour of the pipe barrels, lightly brushed for finish and cured under wet burlap. 5 3. Poured Concrete Pipe Plugs 6 a. Plug pipe ends with a fabricated unit as shown on Drawings, when conduit lines 7 terminate at locations with no connection to drainage structures. 8 b. Concrete pipe plug cost is considered subsidiary to bid price for ftu•nishing and 9 installing reinforced concrete pipe. No extra payment will be made for 10 installation of concrete pipe plugs shown on the Drawings. 1 t 3.5 REPAIR / RESTORATION [NOT USED] 12 3.6 RE -INSTALLATION [NOT USED] 13 3.7 FIELD loR] SITE QUALITY CONTROL 14 A. Field Tests and Inspections 15 1. Video Inspection 16 a. Perform post -construction TV inspection of all installed reinforced concrete 17 pipes/boxes conforming to the requirements of Section 33 01 31. 18 2. Ensure that pipes/boxes are installed correctly and are free of significant debris. 19 a. At the City's discretion, replace any pipe/box that is determined to have 20 jointing problems, cracking or significant debris. 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 30 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I 2008 CIP Contract 5C Hatcher Street and Richardson Street City Projeet No. 01233 1 2 3 PART1- GENERAL SECTION 33 46 00 SUB DRAINAGE 33 d600-1 SUR DRAINAGE Page 1 of6 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Installation of pipe subdrains at the locations, lines and grades shown on the 7 Drawings. 8 a. If details are not shown on the Drawings, construct the subdrain in accordance 9 with this Section and standard storm chain details. 10 B. Deviations from this City of Fort Worth Standard Specification I I 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 3. Section 31 37 00 — Riprap 16 4. Section 32 91 19 — Topsoil Placement and Finishing of Parkways 17 5. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 18 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 22 23 Measurement a. Measured by the linear foot along the top of the pipe and includes the length of elbows, wyes, tees, and cleanouts 24 2. Payment 25 a. The work performed and material furnished in accordance with this Item and 26 measured as provided under "Measurement" will be paid for at the unit price 27 bid per linear foot of"Underdrains" installed for: 28 I) Various types 29 2) Various sizes 30 b. The price bid shall include: 31 1) Furnishing and installing the specified Underdrain 32 2) Pipe 33 3) Couplers 34 4) Plugs 35 5) Screens 36 6) Filter material 37 7) Filter fabric 38 8) Excavation 39 9) Hauling 40 10) Disposal of excess materials 41 1 t) Connection to existing structures Crry OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DODUSIENTS Revised July I, 201 I 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 334600-2 SUB DRAINAGE Page 2 of 6 1 12) Riprap 2 13) Furnishing, placing and compaction of embedment 3 14) Furnishing, placing and compaction of backfill 4 15) Clean-up 5 1.3 REFERENCES 6 A. Reference Standards 7 I. Reference standards cited in this Specification refer to the current reference 8 standard published at the time of the latest revision date logged at the end of this 9 Specification, unless a date is specifically cited. 10 2. American Association of State Highway and Transportation Officials (AASHTO): 11 a. M36, Corrugated Steel Pipe, Metallic -Coated, for Sewers and Drains. 12 b. M190, Standard Specification for Bituminous -Coated Corrugated Metal Culvert 13 Pipe and Pipe Arches 14 c. M 196, Corrugated Aluminum Pipe for Sewers and Drains. 15 d. M252, Standard Specification for Corrugated Polyethylene Drainage Pipe. 16 e. M278, Standard Specification for Class PS46 Polyvinyl Chloride (PVC) Pipe. 17 3. ASTM International (ASTM): 18 a. C33, Standard Specification for Concrete Aggregates. 19 b. D448, Standard Classification for Sizes of Aggregate for Road and Bridge 20 Construction. 21 c. D2751, Standard Specification for Acrylonitrile-Butadiene-Styrene (ABS) 22 Sewer Pipe and Fittings. 23 d. F949, Standard Specification for Poly(Vinyl Chloride) (PVC) Corrugated Sewer 24 Pipe With a Smooth Interior and Fittings. 25 4. Texas Department of Transportation (TxDOT): 26 a. Departmental Materials Specification (DMS): 27 1) DMS 6200, Filter Fabric. 28 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31 A. Product Data — Submit the following information in accordance with Section 01 33 00. 32 1. Subdrain pipe material to be used. 33 2. Filter fabric material to be used. 34 3. Sieve Analysis for filter material to be used. crry OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C hatcher Street & Richardson Street City Project No. 01233 334600-3 SUB DRAINAGE Page 3 of 6 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED) 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 8 PART 2- PRODUCTS 9 2.1 OWNER -FURNISHED ton] OWNER -SUPPLIED PRODUCTS [NOT USED] 10 2.2 MATERIALS 11 A. Pipe 12 1. Use only 1 type of pipe for any subdrain system on the project. 13 a. Use perforated pipe in areas to be drained and non -perforated pipe between the 14 perforated pipe and the outfall. 15 2. Type I 16 a. Corrugated steel pipe conforming to any type specified in AASHTO M36, 17 fabricated from corrugated galvanized sheet. 18 3. Type 2 19 a. Corrugated aluminum pipe conforming to AASHTO M 196, Type 1 or IA, 20 fabricated from corrugated sheet. 21 4. Type 3 22 a. Bituminous -coated corrugated steel pipe conforming to the requirements of 23 Type 1 and uniformly coated inside and out with a minimum thickness of 0.05 24 inches with a bituminous material meeting the requirements of AASHTO 25 M190. 26 5. Type 4 27 a. Bituminous -coated corrugated aluminum pipe conforming to the requirement of 28 Type 2 and uniformly coated inside and out with a minimum thickness of 0.05 29 inches with a bituminous material meeting the requirements of AASHTO 30 M190. 31 6. Type 5 32 a. Acrylonitrile-butadiene-styrene pipe conforming to ASTM D2751, SDR-35 33 b. Perforations must meet the requirements of AASHTO M278. 34 7. Type 6 35 a. Corrugated polyethylene plastic tubing conforming to ASTM M252. 36 8. Type 7 37 a. Corrugated polyvinyl chloride (PVC) pipe conforming to ASTM F949. 38 9. Type 8 39 a. Smooth -wall PVC pipe conforming to AASHTO M278, Class PS 46. CITY OF PORT WORTH 2008 CIP Contract 5C Hatcher Street & Richardson Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01233 Revised July I, 2011 334600-4 SUB DRAINAGE Page 4 of 6 B. Filter Material 2 1. Furnish hard, durable aggregate, free of clay balls or other organic or deleterious 3 matter, which meets gradation size number 467, 57, or 67 as specified in ASTM 4 C33 and ASTM D488. 5 2. Use material that meets the requirements of ASTM C33, Concrete Aggregates 6 3. Use only I type of filter material for any subdrain system on a project. 7 C. Filter Fabric 8 1. Use filter fabric that meets the requirements of DMS-6200, "Filter Fabric," Type I. 9 D. Riprap 10 1. When required, provide concrete riprap in accordance with Section 31 37 00. 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART3- EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 INSTALLATION 18 A. Excavation 19 1. Begin excavation of the trench at the outfall and proceed toward its upper end, 20 following the lines and grades shown on the Drawings or as directed by the 21 Engineer. 22 23 24 25 26 27 2. Hold the minimum horizontal limits of excavation for filter taterial to the dimensions shown in Table 3 or as shown on the Drawings. Table 3 rizontal Limits of Excavation for Filter Material Depth of Trench (feet) Trench Width (inches) 0to6 19 Over 6 to 10 25 Over 10 to 15 31 Over 15 37 28 B. Filter Fabric 29 1. In areas to be drained, place filter fabric in the bottom and sides of the trench before 30 placing pipe or filter material. 31 2. Provide enough width of fabric to overlap on top of the filter material. 32 C. Subdrain Pipe 33 1. Center perforated pipe in the excavated ditch with the perforations below the 34 horizontal axis. ern, or rota WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC I lateher Street & Richardson Street City Project No. 01233 334600-5 SUB DRAINAGE Page 5 of 6 1 2. Lay pipe according to Drawing Details with the perforations on the underside of the 2 pipe, unless otherwise directed by the Engineer. 3 3. Join the pipe with appropriate couplers in accordance with the manufacturer's 4 recommendations. 5 4. install non -perforated pipe sections between the perforated pipe and the outfall. 6 a. The sections of non -perforated pipe do not require filter fabric or filter material. 7 5. Place a2-inch layer of filter material as a bottom course. 8 6. Firmly embed the subdrain pipe in the filter material. 9 7. Install cleanouts at the upstream end of the line, at approximately 200-foot spacing, 10 at bends and other locations shown on the Drawings, and in accordance with City I I Standard Details. 12 8. Place plugs recommended by the pipe manufacturer in the upper ends of all pipe. 13 D. Filter Material 14 1. Place filter material at least 10 inches above the top of the pipe or as shown on the 15 Drawings. 16 2. Do not allow filter material to displace the pipe. 17 3. After placing pipe and filter material, lap filter fabric over the top of the filter 18 material according to the manufacturer's recommendation or as shown on the 19 Drawings. 20 E. Connection to Existing Structures 21 1. Storm Drain Structures 22 a. Core hole in drainage structures such as inlets, manholes and junction boxes 23 and connect downstream end of subdrain pipe. 24 b. Seal connection with non -shrink grout. 25 2. Drainage Channels 26 a. Where the subdrain discharges into a drainage channel, center the pipe outlet in 27 a 2-foot by 2-foot concrete riprap pad. 28 b. Place the riprap to match the contour and grade of the embankment slope. 29 c. Cut the pipe to the slope of the riprap. 30 3. Retaining Walls 31 a. Where the subdrain discharges through the face of a retaining wall, cut pipe to 32 be flush with the face of wall. 33 Backfill 34 1. Place backtill over the pipe in accordance with City Standard Details and Section 35 33 05 10 or as shown on the Drawings 36 3.5 RESTORATION 37 A. Surface Restoration 38 I. In unpaved areas, restore surfhee in accordance with Section 32 91 19 and Section 39 32 92 13, as appropriate. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I 2008 CIP Contract 5C Hatcher Street & Richardson Street City I'rojeet No. 01233 1 3.6 RE -INSTALLATION [NOT USED) 2 3.7 FIELD tan] SITE QUALITY CONTROL [NOT USED] 3 3.8 SYSTEM STARTUP [NOT USED] 4 3.9 ADJUSTING [NOT USED] 5 3.10 CLEANING [NOT USED] 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE (NOT USED] 9 3.14 ATTACHMENTS [NOT USED] I0 11 END OF SECTION 12 13 334600-6 SUB DRAINAGE Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 Cll' Contract SC Hatcher Street & Richardson Street City Project No. 01233 334920-I CURB AND DROP INLETS Page 1 of 5 SECTION 33 49 20 2 CURB AND DROP INLETS 3 PARTI- GENERAL 4 LI SUMMARY 5 A. Section Includes: 6 I. Construction of inlets, complete in place or to the stage detailed 7 a. Including furnishing and installing frames, grates, rings and covers 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Division 3 — Concrete 14 4. Section 02 41 13 — Selective Site Demolition 15 5. Section 03 30 00 — Cast -In -Place Concrete 16 6. Section 03 80 00— Modifications to Existing Concrete Structures 17 7. Section 33 05 10— Utility Trench Excavation, Embedment and Backfill 18 8. Section 33 05 13 — Frame, Cover and Grade Rings 19 9. Section 33 05 14 — Adjusting Manholes, Inlets, Valve Boxes and Other Structures 20 to Grade 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 I. Measurement 24 a. Measurement for this Item shall be per each inlet complete in place. 25 2. Payment 26 a. The work performed and the materials furnished in accordance with this Item 27 shall be paid for at the unit price bid per each "Inlet" installed for: 28 I) Various types 29 2) Various sizes 30 3. The price bid shall include: 31 a. Furnishing and installing the specified Inlet 32 b. Mobilization 33 c. Excavation 34 d. Hauling 35 e. Disposal of excess materials 36 f. Furnishing, placement and compaction of embedment 37 g. Furnishing, placement and compaction of backfill 38 h. Concrete 39 i. Reinforcing steel 40 I. Mortar CITY OF FORE WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I 2008 CII' Contract SC Hatcher Street & Richardson Street City Project No. 01233 334920-2 CURB AND DROP INLETS Page 2 of5 k. Aluminum and castings 2 I. Frames 3 m. Grates 4 n. Rings and covers 5 o. Clean-up 6 1.3 REFERENCES 7 A. Reference Standards 8 I. Reference standards cited in this Specification refer to the current reference 9 standard published at the time of the latest revision date logged at the end of this 10 Specification, unless a date is specifically cited. 11 2. ASTM International (ASTM): 12 a. C478, Standard Specification for Precast Reinforced Concrete Manhole and 13 Inlet Sections. 14 b. D4101, Standard Specification for Polypropylene Injection and Extrusion 15 Materials. 16 c. C309, Standard Specification for Liquid Membrane -Forming Compounds for 17 Curing Concrete. 18 3. Texas Department of Transportation (TxDOT). 19 a. Departmental Materials Specification (DMS): 20 I) 7340, Qualification Procedure for Multi -Project Fabrication Plants of 21 Precast Concrete Manholes and Inlets. 22 1.4 ADMINISTRATIVE REQUIREMENT [NOT USED] 23 1.5 SUBMITTALS 24 A. Submittals shall be in accordance with Section 01 33 00. 25 B. All submittals shall be approved by the Engineer or the City prior to delivery. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 27 A. Product Data 28 1. Precast Concrete Inlet 29 2. Pipe connections at inlet walls 30 3. Stubs and stub plugs 31 4. Admixtures 32 5. Concrete Mix Design 33 L7 CLOSEOUT SUBMITTALS INOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE [NOT USED] 36 1.10 DELIVERY, STORAGE, AND HANDLING INOT USED] 37 1.11 FIELD [SITE] CONDITIONS [NOT USED] 38 1.12 WARRANTY [NOT USED] crry OF FOltT WORT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC I 'atelier Street & Richardson Street City Project No. 01233 334920-3 CURB AND DROP INLETS Page 3 of 5 I PART2- PRODUCTS 2 2.1 OWNER -FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 3 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 4 A. Materials 5 1. Concrete 6 a. Furnish concrete that conforms to the provisions of Section 03 30 00. 7 2. Reinforcing Steel 8 a. Furnish reinforcing steel that conforms to the requirements of Section 03 30 00. 9 3. Mortar 10 a. Furnish mortar per Section 03 80 00. 11 4. Steps 12 a. Provide polypropylene supports and steps conforming to the shape and 13 dimensions shown on the Drawings that meet the requirements of ASTM 14 D4101 and ASTM C478, Section 16, "Steps and Ladders." 15 5. Curing Materials 16 a. Curing materials shall conform to the provisions of Division 3. 17 6. Frames, Grates, Rings and Covers 18 a. Provide frames, grates, rings and covers that conform to dimensions and 19 materials shown on Drawings and Section 33 05 13. 20 b. Ensure that covers and grates fit properly into frames and seat uniformly and 21 solidly. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL [NOT USED] 24 PART 3- EXECUTION 25 3.1 INSTALLERS [NOT USED] 26 3.2 EXAMINATION [NOT USED] 27 3.3 PREPARATION 28 A. Removal 29 1. Remove all or portions of existing structures in accordance with Section 02 41 13. 30 2. Drill, dowel, and grout in accordance with Section 03 30 00. 31 3.4 INSTALLATION 32 A. Interface with Other Work 33 1. All types of inlets may be built either in 1 stage or in 2 stages, described as Stage 1 34 and Stage II. 35 a. Build inlets designed to match the final roadway surface in stages. 36 2. Construct the Stage 1 portion of inlets as shown on the Drawings or as specified in 37 this Section. 38 a. Furnish and install a temporary cover as approved by the Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 334920-4 CURB AND DROP INLETS Page 4 of5 t 3. Construct Stage II after the pavement structure is substantially complete unless 2 otherwise approved by the Engineer. 3 a. For Stage II, construct the remaining wall height and top of inlet and furnish 4 and install any frames, grates, rings and covers, manhole steps, curb beams or 5 collecting basins required. 6 B. Cast -In -Place Inlets 7 I. Construct cast -in -place inlets in accordance with Section 03 30 00. 8 a. Forms will be required for all concrete walls. 9 b. Outside wall forms for cast -in -place concrete may be omitted with the approval 10 of the Engineer if the surrounding material can be trimmed to a smooth vertical 11 face. 12 2. Cast polypropylene steps into the concrete walls when the concrete is placed, or 13 drill and grout steps in place after concrete placement. 14 C. Inlets for Precast Concrete Drain Pipes 15 1. Construct inlets for precast concrete drain pipes as soon as is practicable after storm 16 drain lines into or through the inlet locations are completed. 17 a. Neatly cut all pipes at the inside face of the walls of the inlet and point up with 18 mortar. 19 D. Inlets for Monolithic Drain Pipes 20 1. Construct bases for inlets on monolithic drain pipes either tnonolithically with the 21 storm drain or after the storm drain is constructed. 22 E. Inverts 23 I. Shape and route floor inverts passing out or through the inlet as shown on the 24 Drawings. 25 2. Shape by adding and shaping mortar or concrete after the base is cast or by placing 26 the required additional material with the base. 27 F. Finishing Complete Inlets 28 1. Complete inlets in accordance with the Drawings. 29 2. Backlit) to original ground elevation in accordance with Section 33 05 10. 30 G. Finishing Stage I Construction 31 I. Complete Stage 1 construction by constructing the walls to the elevations shown on 32 the Drawings and backfilling to required elevations in accordance with Section 33 33 05 10. 34 LL Stage II Construction 35 I. Construct subgrade and base course or concrete pavement construction over Stage I 36 inlet construction, unless otherwise approved by the Engineer. 37 2. Excavate to expose the top of Stage ( construction and complete the inlet in 38 accordance with the Drawings and these Specifications, including backfill and 39 cleaning of all debris from the bottom of the manhole or inlet. 40 I. Form Removal 41 I. Forms used in the construction of"Inlets" which support vertical loads will remain 42 in place at least 24 hours after the concrete is placed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 334920-5 CURB AND DROP INLETS Page 5 of5 1 2. Other forms shall remain in place for a minimum time 24 hours after concrete is 2 placed, unless otherwise directed by the Engineer. 3 J. Curing 4 I. Cure all exposed concrete as required in Section 03 30 00. 5 K. Finishing 6 1. Conform to Section 03 30 00. 7 3.5 REPAIR [NOT USED] 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD IoR] SITE QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING 12 A. Refer to Section 33 05 14. 13 3.10 CLEANING [NOT USED] 14 3.11 CLOSEOUT ACTIVITIES [NOT USED] 15 3.12 PROTECTION [NOT USED] 16 3.13 MAINTENANCE [NOT USED] 17 3.14 ATTACHMENTS [NOT USED] 18 END OF SECTION 19 20 Revision Log DATE NAME SUMMARY OF CHANGE Crry OF PORT woRTl1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5(: Hatcher Street & Richardson Street City Project Nu. 01233 2 3 PART1- GENERAL SECTION 34 71 13 TRAFFIC CONTROL 347113-1 "FRAFFIC CONTROL Page 1 of 5 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 I. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Installation of Traffic Control Devices 15 a. Measurement 16 I) Measurement for Traffic Control Devices shall be per month for the Project 17 duration. 18 a) A month is defined as 30 calendar days. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under "Measurement" shall be paid for at the 22 unit price bid for "Traffic Control". 23 c. The price bid shall include: 24 I) Traffic Control implementation 25 2) Installation 26 3) Maintenance 27 4) Adjustments 28 5) Replacements 29 6) Removal 30 2. Portable Message Signs 31 a. Measurement 32 I) Measurement for this Item shall be per week for the duration of use. 33 b. Payment 34 I) The work performed and materials furnished in accordance to this Item and 35 measured as provided under "Measurement" shall be paid for at the unit 36 price bid per week for "Portable Message Sign" rental. 37 c. The price bid shall include: 38 1) Delivery of Portable Message Sign to Site 39 2) Message updating 40 3) Sign movement throughout construction 4 t 4) Return of the Portable Message Sign post -construction 42 3. Preparation of Traffic Control Plan Details crry OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 1 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 347113-2 TRAFFIC CONTROL. Page 2 of 5 1 a. Measurement 2 I) Measurement for this Item be per each Traffic Control Detail prepared. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 shall be paid for at the unit price bid per each "Traffic Control Detail" 6 prepared. 7 c. The price bid shall include: 8 I) Preparing the Traffic Control Plan Details 9 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices 10 (TMUTCD) 11 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 12 4) Incorporation of City comments 13 1.3 REFERENCES 14 A. Reference Standards 15 1. Reference standards cited in this Specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 Specification, unless a date is specifically cited. 18 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 19 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of 20 Transportation, Standard Specifications for Construction and Maintenance of 21 Highways, Streets, and Bridges. 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to 25 implementing Traffic Control within 500 feet of a traffic signal. 26 B. Sequencing 27 I. Any deviations to the Traffic Control Plan included in the Drawings must be first 28 approved by the City and design Engineer before implementation. 29 1.5 SUBMITTALS 30 A. Provide the City with a current list of qualified flaggers before beginning flagging 31 activities. Use only flaggers on the qualified list. 32 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 33 Engineering Division, 311 W. 100 Street. The Traffic Control Plan (TCP) for the 34 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. 35 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 36 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 37 Engineer. 38 D. Contractor shall prepare 'Traffic Control Plans if required by the Drawings or 39 Specifications. The Contractor will be responsible for having a licensed Texas 40 Professional Engineer sign and seal the Traffic Control Plan sheets. 41 E. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 42 changes to the Traffic Control Plan(s) developed by the Design Engineer. CITY OF FORT WORnI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street Richardson Street City Project No. 01233 34 71 13 -3 TRAFFIC CONTROL Page 3 of 5 1 F. Design Engineer will furnish standard details for Traffic Control. 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART2- PRODUCTS 10 2.1 OWNER -FURNISHED ion] OWNER -SUPPLIED PRODUCTS [NOT USED] I 1 2.2 ASSEMBLIES AND MATERIALS 12 A. Description 13 1. Regulatory Requirements 14 a. Provide Traffic Control Devices that conform to details shown on the 15 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control I6 Device List (CWZTCDL). 17 2. Materials 18 a. Traffic Control Devices must meet all reflectivity requirements included in the 19 TMUTCD and TxDOT Specifications — Item 502 at all times during 20 construction. 21 b. Electronic message boards shall be provided in accordance with the TMUTCD. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL [NOT USED] 24 PART 3 - EXECUTION 25 3.l EXAMINATION [NOT USED] 26 3.2 PREPARATION 27 A. Protection of In -Place Conditions 28 1. Protect existing traffic signal equipment. 29 3.3 INSTALLATION 30 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 3l the Drawings and as directed. 32 B. Install Traffic Control Devices straight and plumb. CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2003 C IP Contract SC Hatcher Street & Richardson Street City Project No. 01233 3471 I3-4 TRAFFIC CONIROI. Page 4 of 5 I C. Do not make changes to the location of any device or implement any other changes to 2 the Traffic Control Plan without the approval of the Engineer. 3 I. Minor adjustments to meet field constructability and visibility are allowed. 4 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 5 I. Corrective action includes but is not limited to cleaning, replacing, straightening, 6 covering, or removing Devices. 7 2. Maintain the Devices such that they are properly positioned, spaced, and legible, 8 and That retroreflective characteristics meet requirements during darkness and rain. 9 E. If the Inspector discovers that the Contractor has filed to comply with applicable federal 10 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, 11 lights, signs, or other precautionary measures for the protection of persons or property), the 12 Inspector may order such additional precautionary measures be taken to protect persons 13 and property. 14 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by 15 or in conflict with the proposed method of handling traffic or utility adjustments, can be 16 constructed during any phase. 17 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 18 distance of drivers entering the highway from driveways or side streets. 19 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may 20 be erected and motmted on portable supports. 21 I. The support design is subject to the approval of the Engineer. 22 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 23 J. If at any time the existing traffic signals become inoperable as a result of construction 24 operations, the Contractor shall provide portable stop signs with 2 orange flags, as 25 approved by the Engineer, to be used for Traffic Control. 26 K. naggers 27 I. Provide a Contractor representative who has been certified as a flagging instructor 28 through courses offered by the Texas Engineering Extension Service, the American 29 Traffic Safety Services Association, the National Safety Council, or other approved 30 organizations. 3I a, Provide the certificate indicating course completion when requested. 32 b. This representative is responsible for training and assuring that all flaggers are 33 qualified to perform flagging duties. 34 2. A qualified flagger must be independently certified by I of the organizations listed 35 above or trained by the Contractor's certified flagging instructor. 36 3. Flaggers must he courteous and able to effectively communicate with the public. 37 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals 38 and follow the flagging procedures set forth in the TMUTCD. 39 5. Provide and maintain naggers at such points and for such periods of time as may be 40 required to provide for the safety and convenience of public travel and Contractor's 41 personnel, and as shown on the Drawings or as directed by the Engineer. 42 a. These flaggers shall be located at each end of the lane closure. 43 L. Removal CrfY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract 5C Katcher Street & Richardson Street City Project No. 01233 347113-5 TRAFFIC CONTROL Page 5 of 5 1 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights 2 and other Traffic Control Devices used for work -zone traffic handling in a timely 3 manner, unless otherwise shown on the Drawings. 4 3.4 REPAIR / RESTORATION [NOT USED] 5 3.5 RE -INSTALLATION [NOT USED] 6 3.6 FIELD loR] SITE QUALITY CONTROL [NOT USED] 7 3.7 SYSTEM STARTUP [NOT USED] 8 3.8 ADJUSTING [NOT USED] 9 3.9 CLEANING [NOT USED] l0 3.10 CLOSEOUT ACTIVITIES [NOT USED] I 1 3.11 PROTECTION [NOT USED] 12 3.12 MAINTENANCE [NOT USED] 13 3.13 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE my OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site: None GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities: None GC-6.24 Nondiscrimination: None GR-0 1 60 00 Product Requirements CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street and Richardson Street City Project No. 01233 GC-4.01 Availability of Lands All permanent improvements will be contained within existing rights of way of Hatcher Street and Richardson Street (each a 50' right -of- way). It is anticipated that approximately 9 Right -of -Entry agreements will be necessary to acquire access to affected properties. The agreements have not been prepared or approved at the time of the preparation of these specifications. It is anticipated that they will be prepared, approved and provided prior to construction of the project. cm/ OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF PORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS Revised July 1, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 June 2, 2009 Mr. David Hosseiny, P.E. Civil Structures, Inc. 11520 North Central Expressway Suite 228 Dallas, Texas 75243 Re: Geotechnical Investigation Pavement Reconstruction Richardson and Hatcher Streets Fort Worth, Texas MTE Report No. E09-0501 Dear Mr. Hosseiny: MAS-TEK Engineering & Associates, Inc. Phn: 214-221-4477 Fax: 214-221-4479 E-Mail: dhosseinv@civilstructuresinc.com Please find enclosed our report summarizing the results of the geotechnical investigation performed at the above referenced project. We trust the recommendations derived from this investigation will provide you with the information necessary to complete your proposed project successfully. For your future construction materials testing and related quality control requirements, it is recommended that the work be performed by Mas-Tek Engineering & Associates, Inc. in order to maintain continuity of inspection and testing services for the project under the direction of the geotechnical project engineer. We thank you for the opportunity to provide you with our professional services. If we can be of further assistance, please do not hesitate to contact us. Sincerely, MAS-TEK ENGINEERING & ASSOCIATES 71/11-1.644-Jg Michael D. Roland, P.E. Project Engineer Mark J. Farrow, P.E. .��»�o` Principal ....(f3.,' r ..44.I�.!-AR / 11 .! 805g i (tIt's JGFWs..?.� G.: Zbi oechnical Consulting & Materials Testing 5 132 Sharp Street Dallas, Texas 75247 972 709-7384 TABLE OF CONTENTS PAVEMENT RECONSTRUCTION RICHARDSON AND HATCHER STREETS FORT WORTH, TEXAS PAGE 1.0 INTRODUCTION .., -1 1.1 PROJECT DESCRIPTION 1 1.2 PURPOSE AND SCOPE •1 2.0 FIELD INVESTIGATION 1 3.0 LABORATORY TESTING 2 4.0 SITE AND SUBSURFACE CONDITIONS 2 4.1 GENERAL SITE CONDITIONS 2 4.2 SUBSURFACE CONDITIONS -3 4.3 SITE GEOLOGY 3 4.4 GROUNDWATER CONDITIONS 3 4.5 SOIL MOVEMENTS _3 5.0 ANALYSIS AND RECOMMENDATIONS 4 5.1 PAVEMENT RECOMMENDATIONS _4 5.2 EXISTING FILL SOILS . _4 5.3 SUBGRADE PREPARATION 5 5.4 PAVEMENT SECTION RECOMMENDATIONS .. 7 5.5 PAVEMENT CONSIDERATIONS 9 5.6 SITE GRADING AND DRAINAGE 10 5.7 FIELD SUPERVISION AND DENSITY TESTING 10 6.0 LIMITATIONS ILLUSTRATIONS 11 FIGURES PLAN OF BORINGS 1a & 1b LOGS OF BORINGS 2 thru 6 LEGEND - KEY TO LOG TERMS & SYMBOLS __7 SWELL SUMMARY _..__-.8 LIME SERIES RESULTS 9 SOLUBLE SUE FATES TEST RESULTS 10 MAS-TEK ENGINEERING & ASSOCIATES E09-050 PAVEMENT RECONSTRUCTION RICHARDSON AND HATCHER STREETS FORT WORTH, TEXAS 1.0 INTRODUCTION 1.1 PROJECT DESCRIPTION Pavement reconstruction with the same curb to curb dimension is to occur along 300' to 900' lengths of the two streets indicated above in Fort Worth, Texas. It is understood that pavement reconstruction will not require the removal of any trees. Pavement design was performed per the current City of Fort Worth Pavement Design Standards Manual with the exception that only typical testing needed for pavement design was performed as detailed below. Proctor compaction, UU Triaxial tests and CBR tests were not performed. CBR correlations were based on strength, swell and index properties. 1.2 PURPOSE AND SCOPE The purposes of this geotechnical investigation were to: 1) explore the subsurface conditions at the site, 2) provide boring logs that present subsurface conditions encountered including water level observations and laboratory test results, 3) provide thickness measurements of the existing pavements at the core locations, and 4) provide subgrade and pavement recommendations for the roadway reconstructions. 2.0 FIELD INVESTIGATION The field investigation consisted of drilling five (5) test borings at locations shown on Figures 1 a and 1 b. The test borings were advanced to depths of 10 feet. Prior to drilling, the existing pavement was cored. A coring machine with core barrels was used to core the existing pavements. A truck - mounted drilling rig was used to advance the borings and to obtain samples for laboratory evaluation. The boring locations were located at the approximate locations shown on the Plan of Borings (Figures la and 1b). Undisturbed samples of cohesive soils were obtained at intermittent intervals with standard, thin -walled, seamless tube samplers. These samples were extruded in the field, logged, MAS-TEK ENGINEERING & ASSOCIATES E09.0501 PAGE 1 sealed, and packaged to protect them from disturbance and maintain their in -situ moisture content during transportation to our laboratory. A split -spoon sampler was used to obtain samples of granular soils in accordance with the Standard Penetration Test. Rock hardness was evaluated by cone penetration tests. The test borings were backfilled and the pavement patched immediately upon completion of the borings. The results of the boring program are presented on the Logs of Borings, Figures 2 through 6. A key to the descriptive terms and symbols used on the logs is presented on Figure 7. 3.0 LABORATORY TESTING Laboratory tests were performed on representative samples of the soil to aid in classification of the soil materials. These tests included Atterberg limits tests and moisture content tests. Hand penetrometer tests were performed on the clay soil samples to provide indications of the swell potential and the foundation bearing properties of the subsurface strata. The results of these tests are presented on the Logs of Borings (Figures 2 through 6). The results of swell tests performed on representative samples of the clay soils at this site are shown on Figure 8. Lime series tests were performed on a selected sample (see Figure 9). Soluble sulfate tests were performed on selected samples (see Figure 10). 4.0 SITE AND SUBSURFACE CONDITIONS 4.1 GENERAL SITE CONDITIONS Pavement reconstruction with the same curb to curb dimension is to occur along 300' to 900' lengths of the two streets indicated above in Fort Worth, Texas. Pavement design was performed per the current City of Fort Worth Pavement Design Standards Manual with the exception that only typical testing needed for pavement design was performed as detailed below. Proctor compaction, UU Triaxial tests and CBR tests were not performed. CBR correlations were based on strength, swell and index properties, MAS-TEK ENGINEERING & ASSOCIATES E09-0a01 PAGE 2 4.2 SUBSURFACE CONDITIONS Subsurface conditions encountered in the borings, including descriptions of the various strata and their depths and thickness, are presented on the Logs of Borings. Note that depth on all borings refers to the depth from the existing grade or ground surface present at the time of the investigation. Boundaries between the various soil types are approximate. 4.3 SITE GEOLOGY As shown on the Dallas sheet of the Geologic Atlas of Texas, the site is located in an area underlain by the Grayson Mari and Denton Clay Formations. The Formations typically consist of interbedded layers of clay, marl, shaley clay and limestone. Soils derived from the formations are typically highly plastic clays exhibiting a high shrink/swell potential with variations in moisture content. 4.4 GROUNDWATER CONDITIONS The borings were advanced using continuous flight auger methods. Advancement of the borings using these methods allows observation of the initial zones of seepage. Groundwater was not encountered during drilling and the borings were dry at completion. It is not possible to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. The subsurface water conditions are subject to change with variations in climatic conditions and are functions of subsurface soil conditions and rainfall. 4.5 SOIL MOVEMENTS Our scope of work did not include PVR studies or recommendations to reduce soil swell PVR. However, the subsurface exploration revealed clay soils having a moderate to high shrink/swell potential depending upon the moisture condition. See Figure 8. Also, as mentioned above, soils derived from the geologic formations are typically highly plastic clays exhibiting a high shrink/swell potential with variations in moisture content. Therefore, differential soil swell movements should be anticipated at this site. MAS-TEI< ENGINEERING & ASSOCIATES E09-0501 PAGE 3 Existing trees are also present near the curb lines of both roadways. As the trees mature, the tree roots will extend below the pavement causing differential settlement due to ground shrinkage. An arborist should be contracted regarding the feasibility of root barriers along the curb lines near the trees in an attempt to reduce future settlements. 5.0 ANALYSIS AND RECOMMENDATIONS 5.1 PAVEMENT RECOMMENDATIONS We understand that Hatcher Street and Richardson Street are classified as Residential - Urban (High Volume) with the City of Fort Worth. The following traffic data was obtained from Table 4.1 of the City of Fort Worth's 2005 Pavement Design Standards Manual and was used in developing the pavement section recommendations. Annual ESALS • 35,000 % Growth • 0.0 Percent Design Life • 25 Years 5.2 EXISTING FILL SOILS In order to provide adequate pavement support, we recommend that the existing trench backfill be tested for compaction. Non -compact backfill (having a compaction level below 95% ASTM D698) should be removed and replaced in 8 inch compacted lifts. After excavation to the required subgrade elevation, the entire subgrade should be proofrolled. Proofrolling can generally be accomplished using a heavy (25 ton or greater total weight) pneumatic tired roller making several passes over the areas. Where soft, loose or compressible zones are encountered, these areas should be removed to a firm subgracte. Wet or very moist surficial materials may need to be undercut and either dried or replaced with proper compaction or replaced with a material which can be properly compacted. Any resulting void areas should be backfilled to finished subgrade in 8 inch compacted lifts compacted to 95 percent of maximum dry density as determined by ASTM D 698. Clay soils having a PI over 25 should be compacted at optimum to +3% above optimum. Sandy soils MAS-TFK ENGINEERING & ASSOCIATES E09.050'I PAGE 4 having a PI less than 25 should be compacted at -2 to +2 percentage points of its optimum moisture content. After proofrolling is performed and any soft, loose or compressible zones are removed and replaced, compact upper 8 inches of subgrade to 95% ASTM D698 as specified above. Then fill to pavement subgrade using on -site clay soils. Compact the fill in 8 inch compacted lifts compacted to 95 percent of maximum dry density as determined by ASTM D 698 as specified above. Where lime -stabilization is to be performed, the upper 8 inches of the pavement subgrade should consist of clay and sandy clay soils that are relatively free of large rock and excessive stone and gravel. Sand should not be used as fill in the upper 8 inches of the pavement subgrade. 5.3 SUBGRADE PREPARATION Surficial clays present at this site are active and are subject to losses in shear strength with the increases in moisture content which normally occur beneath area paving. They typically react with hydrated lime which serves to improve their support value at higher moisture levels and provides a firm, uniform subgrade beneath the paving. Based upon the results of Atterberg limits testing, 6 to 8 percent hydrated lime by dry weight (36 to 48 pounds per square yard per 8-inch depth) should be anticipated to stabilize the existing clay subgrade. The actual lime requirement will depend upon the actual subgrade soils exposed at final grade. We recommend that lime / Atterberg limits tests are performed once final pavement subgrade has been achieved in order to determine the optimum amount of hydrated lime required to stabilize the subgrade. The lime should be thoroughly mixed and blended with the highly active subgrade soil (TxDOT Item 260) and the mixture compacted to a minimum of 98 percent of maximum dry density as determined in accordance with ASTM D698, within 2 percentage points of the soil's optimum moisture content. We recommend that this lime stabilization extend 1 to 2 feet beyond pavement edges, if possible, in order to reduce the effects of shrinkage during extended dry periods. After blue top stakes are set in preparation for grading the lime stabilized subgrade, depth checks should be performed to verify that the specified depth of stabilization is present after final grading of the stabilized subgrade. MAS-TEK ENGINEERING 8, ASSOCIATES E09-0501 PAGE 5 Sand should be specifically prohibited beneath pavement areas during final grading (after stabilization), since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils. It should be specified that only lime -stabilized soil (or compacted rock fines where limestone is present at final pavement subgrade) will be allowed For fine grading. After fine grading each area in preparation for paving, the subgrade surface should be lightly moistened, as needed, and recompacted to obtain a tight non - yielding subgrade. Project specifications should allow a curing period between initial and final mixing of the lime/soil mixture. After initial mixing, the lime treated subgrade should be lightly rolled and maintained at or within 5 percentage points above the soil's optimum moisture content until final mixing and compaction. We recommend a 2 to 3 day curing period for these soils. The following gradation requirements are recommended for the stabilized materials prior to final compaction: Minimum Passing 1 3/4" Sieve Minimum Passing No. 4 Sieve Percent 100 60 All non -slaking aggregates retained on the No. 4 sieve should be removed prior to testing. The prepared subgrade should be protected and moist cured or sealed with a bituminous material for a minimum of 7 days or until the pavement materials are placed. Pavement areas should be graded at all times to prevent ponding and infiltration of excessive moisture on or adjacent to the pavement areas. Due to the presence of expansive clay soils, some pavement movements should be anticipated. Inspection during construction is particularly important to insure proper construction procedures are followed. Where asphaltic concrete pavement is used, a geotextile separator should be placed on the lime -stabilized subgrade at the contact between the flex base and the lime -stabilized subgrade. The geotextile shall be as specified in the "Special Technical Specifications" in Appendix C of the City of Fort Worth's 2005 Pavement Design Standards Manual. MAS-TEK ENGINEERING & ASSOCIATES E09-0501 PAGE 6 5.4 PAVEMENT SECTION RECOMMENDATIONS The pavement section recommendations provided below were designed based upon AASHTO Guide for Design of Pavement Structures using DARWin 3.1 computer program. A summary of the inputs are provided below: Design E 18's: Concrete Pavement 875,000 (35,000 ESALs / year for 25 years with 0.0% growth rate) Initial Serviceability: 4.5 Terminal Serviceability: 2.25 Modulus of Rupture: 550 psi (3,600 psi Concrete) Elasticity Modulus: 3,712,500 psi Effective k-value: 250 psi/in - for 8 inches of lime -stabilized subgrade Reliability Level: 85% Standard Deviation: 0.35 Load Transfer J: 3.2 Drainage Coefficient: 1.0 Design E 18's: Asphalt Pavement 875,000 (35,000 ESALs / year for 25 years with 0.0% growth rate) Initial Serviceability: 4,2 Terminal Serviceability: 2.0 Soil Resilient Modulus: 4,118 (untreated subgrade — CBR of 3) Reliability Level: 80% Overall Deviation: 0.45 MAS•TEK ENGINEERING & ASSOCIATES E09.0501 PAGE 7 The following Table presents the recommended pavement section for this project: RECOMMENDED PAVEMENT SECTIONS * CITY OF FORT WORTH RESIDENTIAL -URBAN (High Volume) PCC SECTION 7 inch Portland Cement Concrete (3,600 psi Concrete) 8 inch Lime -Stabilized Subgrade HMAC SECTION 2 inch Type C Surface Course 4 inch Type B Binder Course (2 lifts) 8 inch Crushed Stone Flex Base or Crushed Concrete Base (2 lifts) 8 inch Lime -Stabilized Subgrade * - The recommended pavement sections above include a small construction tolerance. The concrete having a minimum 28 day compressive strength of 3,600 psi. Concrete quality will be important in order to produce the desired flexural strength and long term durability. Assuming a nominal maximum aggregate size of 1 inch to 1 3/8 inches, we recommend that the concrete have entrained air of 5 percent (± 1%) with a maximum water cement ratio of 0.44. Proper joint placement and design is critical to pavement performance. Load transfer at all joints and maintenance of watertight joints should be provided. Control joints should be sawed as soon as possible after placing concrete and before shrinkage cracks occur. All joints including sawed joints should be properly cleaned and sealed as soon as possible to avoid infiltration of water. The joint construction and spacing and reinforcing should be in accordance with the City of Fort Worth's 2005 Pavement Design Standards Manual. We recommend that the perimeter of the pavements have a stiffening curb section to prevent possible distress due to heavy wheel loads near the edge of the pavements and to provide channelized drainage. MAS-TEK ENGINEERING & ASSOCIATES E09-0501 PAGE 8 All asphaltic concrete construction should comply with requirements of TxDOT, Item 340 (1993 Edition). The flex base should meet requirements of TxDOT Item 247, Type A, Grade 1, compacted in 4 to 6 inch lifts at or above optimum moisture content to a minimum of 95% Modified Proctor density (ASTM D1557). 5.5 PAVEMENT CONSIDERATIONS It is recommended that provisions be made in the contract to provide for proofrolling in areas where the subgrade will support new pavements. It is also recommended that an item be included for removal and replacement of soft materials, which are identified by this procedure. Proofrolling can generally be accomplished using a heavy (25 ton or greater total weight) pneumatic tired roller making several passes over the areas. Where soft or compressible zones are encountered, these areas should be removed to a firm subgrade. Wet or very moist surficial materials may need to be undercut and either dried or replaced with proper compaction or replaced with a material which can be properly compacted. Any resulting void areas should be backfilled to finished subgrade in 6 inch compacted lifts compacted to 95 percent of maximum dry density as determined by ASTM D698. Clay soils having a PI over 25 should be compacted at optimum to +3% above optimum. Sandy soils having a PI less than 25 should be compacted at -2 to +2 percentage points of its optimum moisture content. Achieving the required field density is dependent upon the adequate pulverization of the clay fill materials, the magnitude of compaction energy and the maintenance of field moisture near optimum. All joints and pavements should be inspected at regular intervals to ensure proper performance and to prevent crack propagation. The soils at the site are highly expansive and differential heave within the paving areas will occur. In most areas, relatively deep expansive clay soils are present. Large upward pavement movements due to soil swelling are anticipated. Large differential upward pavement movement could also occur in any areas where the pavement is widened. If it is desired to reduce differential upward soils swell movements, excavation and moisture conditioning in lifts would he required. The extent of excavation would depend upon the desired tolerance for movement. MAS-TEK ENGINEERING & ASSOCIATES E09-0501 PAGE 9 The service life of paving may be reduced due to water infiltration into subgrade soils through heave induced cracks in the paving section. This will result in softening and loss of strength of the subgrade soils. A regular maintenance program to seal paving cracks will help prolong the service life of the paving. The life of the pavement can be increased with proper drainage. Areas should be graded to prevent ponding adjacent to curbs or pavement edges. Backfill materials, which could hold water behind the curb, should not be permitted. Flat pavement grades should be avoided. Due to the presence of deep utility backfill in some areas and highly expansive clay in other areas, the use of reinforced concrete pavement would be preferred to accommodate differential pavement movements. 5.6 SITE GRADING AND DRAINAGE All grading should provide positive drainage away from the proposed pavements and should prevent water from collecting or discharging near the pavements. Water must not be permitted to pond adjacent to the runway pavements during or after construction. Otherwise, soil swell movements could exceed the estimates contained in this report. The pavements will be subject to some post construction movement. Joints in the pavements should be sealed to prevent the infiltration of water. Since some post construction movement of pavement may occur, joints should be periodically inspected and resealed where necessary. 5.7 FIELD SUPERVISION AND DENSITY TESTING Field density and moisture content determinations should he made on each lift of fill with a minimum of 1 test per 150 I.f. of pavement. Supervision by the field technician and the project engineer is required. Some adjustments in the test frequencies may be required based upon the general fill types and soil conditions at the time of fill placement. Many problems can be avoided or solved in the field if proper inspection and testing services are provided. It is recommended that all site and subgrade preparation and pavement placement be monitored by a qualified engineering technician. Density tests should be performed to verify compaction and moisture content of any earthwork. Inspection should he performed prior to and during concrete and asphalt placement operations. Mas-Tek Engineering & Associates, Inc. employs a group of experienced, MAS-TEK ENGINEERING & ASSOCIATES E09-0501 PAoI '10 well -trained technicians for inspection and construction materials testing who would be pleased to assist you on this project. 6.0 LIMITATIONS The professional services, which have been performed, the findings obtained, and the recommendations prepared were accomplished in accordance with currently accepted geotechnical engineering principles and practices. The possibility always exists that the subsurface conditions at the site may vary somewhat from those encountered in the test borings. The number and spacing of test borings were chosen in such a manner as to decrease the possibility of undiscovered abnormalities, while considering the nature of loading, size, and cost of the project. If there are any unusual conditions differing significantly from those described herein, Mas-Tek Engineering & Associates, Inc. should be notified to review the effects on the performance of the recommended foundation system. The recommendations given in this report were prepared exclusively for the use of the client, and their consultants. The information supplied herein is applicable only for the design of the previously described development to be constructed at locations indicated at this site and should not be used for any other structures, locations, or for any other purpose. We will retain the samples acquired for this project for a period of 30 days subsequent to the submittal date printed on the report. After this period, the samples will be discarded unless otherwise notified by the owner in writing. MAS-TEK ENGINEERING & ASSOCIATES E09.0501 PAGE 11 41711°,44117KS IMws-ru[ Enatnee► ng & Asseclates. Inc. Project No: E09.0501 PLAN OF BORINGS PAVEMENT RECONSTRUCTION RICHARDSON / HATCHER STREET FORT WORTH, TEXAS FIGURE NO: la ttp /h' . '.J/fivniapa:com 0' 7.71K t4As-Tuc W+ginsartng i associate*. Inc. Project No: E09-0501 ©gt:TCon PLAN OF BORINGS PAVEMENT RECONSTRUCTION RICHARDSON / HATCHER STREET FORT WORTH, TEXAS FIGURE NO: 1b LOG OF BORING B-1 Project: Pavement Reconstruction Richardson/Hatcher Streets - Ft. Worth, TX Date: 05/18/2009 Elev.: Location: See Figure la Depth to water at completion of boring: Dry Depth to water when checked: end of day was: Dry Depth to caving when checked: was: ELEVATION/ SOIL SYMBOLS DEPTH SAMPLER SYMBOLS feel & FIELD TEST DATA 0 ID 20 Ju 35 Notes: DESCRIPTION 4" ASPHALT over 8" BASE (Base clayey gravel & \crushed stone) Dark brown & gray silty CLAY -w/ occasional calcareous nodules at 3' -occasional gypsum crystals at 5' Tan, brown & gray silty CLAY w/ occasional sandstone fragments -w/ iron nodules at 7' to 8' Bering terminated at 10' KITE, INC. i w 10 I'L 22 Project No.: E09-0501 fs 200 21 DO nu P I'P 51 20 25 2 2 2 2. DNCON F1GURH:2 LOG OF BORING B-2 Project: Pavement Reconstruction Richardson/Fletcher Streets - Ft. Worth, TX Date: 05/18/2009 Elev.: Location: See Figure la Depth to water at completion of boring: Dry Depth to water when checked: end of day was: Dry Depth to caving when checked: was: Project No.: E09-0501 ELEVATION/ UEPTI I (feel) 10 15 20 2 30 SOIL SYMBOLS SAMPLER SYMBOLS R FIELD TEST DATA DESCRIPTION 4" ASPHALT over 6" BASE (Base: clayey gravel & \crushed stone) Dark brown & gray silty CLAY w/ occasional iron nodules Brown & gray silty CLAY w/ occasional sandstone fragments & ironstone fragments Tan, brown & gray CLAY w/ occasional calcium deposits Boring terminated at 10' MG 2 5 LL 1 PL PI li 200 DD Pc" PPE Isf 1 75 25 2 75 2 25 2.75 25 25 UNCON Psl Strain Notes: FIGURE:3 ___ MTE, INC. LOG OF BORING B-3 Project: Pavement Reconstruction Richardson/Hatcher Streets - Ft. Worth, TX Date: 05/113/2009 Elev.: Location: See Figure la Depth to water at completion of boring: Dry Depth to water when checked: end of day Depth to caving when checked: was: Dry was: Project No.: E09-0501 ELEVATION/ DEPTH (EMT SO1I SYM11Q1.S SAMPLER SYMHOtS RFIELD TEST DATA DESCRIPTION MC % Ll „ PI. r, pi.��b „ DO 1x1 PPEN PI IINCON ksl Shorn » ° U 1;i 20 5' ASPHALT over 7" BASE (Base: clayey & 19 17 51 io 35 225 JU 275 z„ 0 z29 111N l I I� \� gravel \crushed stone) / \Olive gray CLAY (FILL) / Brown & gray silty CLAY w/ occasional iron nodules Brown silty CLAY w/ occasional gray silty clay -\seams & iron nodules Brown & gray silty CLAY w/ occasional sandstone fragments & ironstone fragments Tan, brown & gray CLAY w/ occasional ironstone fragments Boring terminated at 10' LOG OF BORING B-4 Project: Pavement Reconstruction Richardson/Hatcher Streets - Ft. Worth, TX Date: 05/18/2009 Elev.: Location: See Figure 1b Depth to water at completion of boring: Dry Depth to water when checked: end of day was: Dry Depth to caving when checked: was: Project No.: E09-0501 EVAIIONI DE PTI I (fool) 0 10 15 s0 26 30 SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA Ofit 1516" 3016" 3116" 6/6' 5/6 10/6" DESCRIPTION 4" ASPHALT over 6" BASE (Base: clayey gravel & \crushed stone) Brown CLAY w/ trace of calcareous nodules Orange & tan fine SAND Tan & light gray shaley CLAY 15635' Tan extremely weathered LIMESTONE highly 50225 \ fractured Boring terminated at 10' MC LL i % 8 7 20 56 PI. h I0 PI 37 00 DD pcf 107 02 P PCN 25 4.25 4.5+* 45 4 5 UNCO ksf SUM( Notes: FIGURE:5 MTE, INC. A.m_ LOG OF BORING B-5 Project: Pavement Reconstruction Richardson/Hatcher Streets - Ft. Worth, TX Date: 05/18/2009 Elev.: Location: See Figure 1b Depth to water at completion of boring: Dry Depth to water when checked: end of day Depth to caving when checked: was: Dry was: Project No.: E09-0501 Li Lf1VA1ION/ OW -III SOIL SYMBOLS fuel SAM1'I. ER SYMD01.s d FIELO 1E S7 DATA DESCRIPTION MC ti it .. >1 n h� YOV % DD 11 VVEN Isi IINCON Iql 600tn 4" ASPHALT over 6" BASE (Base: clayey gravel & ro ci zo a Lhbn Ligightt brown & gray CLAY w/ occasional calcareous ,6 it nodules & sandstone \ III/6' 61C Tan & light gray shaley CLAY a /r, 4 J _ 21/13 Orange & tan fine SANDto Boring terminated at 10' 20 30 MTE, Symbol Description Strata symbols Asphaltic Paving CLAY, silty CLAY SAND CLAY, shaley LIMESTONE, severely weathered Soil Samplers Thin Wall Shelby Tube Standard Penetration Test THD Cone Penetration Test Notes; KEY TO LOG TERMS & SYMBOLS 1. Exploratory borings were drilled on dates indicated using truck mounted drilling equipment. 2. Water level observations are noted on boring logs. 3. Results of tests conducted on samples boring logs. Abbreviations used are: DD = natural dry density (pc£) MC = natural moisture content (%) Uncon.= unconfined compression (tsf) P.Pen.= hand penetrometer (tsf) recovered are LL PL PI -200 reported on the = liquid limit (%) plastic limit (%) plasticity index = percent passing #200 4. Rock Cores REC = (Recovery) sum of core sample recovered divided by length of run, expressed as percentage. RQD = (Rock Quality Designation) sum of core sample recovery 4" or greater in length divided by the run, expressed as percentage. FIGURE:7 MTE, INC. _ _ . SWELL TEST RESULTS BORING NO. DEPTH (FEET) DRY DENSITY (pcf) IN -SITU MOISTURE CONTENT FINAL MOISTURE CONTENT LOAD I ,n VERTICAL SWELL B-4 3-4 107 15 21 438 6.5 8-9 102 20 26 1063 6.3 PROCEDURE: 1. Sample placed in confining ring, design load (including overburden) applied, free water with surfactant made available, and sample allowed to swell completely. 2. Load removed and final moisture content determined. Mas TEK Engineering 8c Associates, Inc. SWELL TEST RESULTS PAVEMENT RECONSTRUCTION RICHARDSON / HATCHER FT. WORTH. TEXAS MAS-TEK ENGINEERING & ASSOCIATES E09-0501 DATE: 06/01/2009 FIGURE: 8 I LIME SERIES RESULTS BORING NO. DEPTH (FEET) LIME ADDED (%) LIQUID LIMIT (%) PLASTIC LIMIT PLASTICITY INDEX (PI)) B-1 1-2 0% 65 22 43 3% 52 29 23 5% 47 32 15 7% 44 32 12 B-5 1-2 0% 61 20 41 3% 51 27 24 5% 45 29 16 7% 43 30 13 i A ® MAS-TEK Engineering 8c Associates, Inc. LIME SERIES TEST RESULTS PAVEMENT RECONSTRUCTION RICHARDSON / HATCHER FT WORTH TEXA$ MAS-TEK ENGINEERING & ASSOCIATES E09-0501 DATE: 06/01/2009 FIGURE: 9 SOLUBLE SULFATES PPM TEST RESULTS BORING NO. DEPTH (FT)SULFATES SOLUBLE (PPM) B-1 0.3-1.0 140 1-2 100 5-6 1760 B-3 1-2 100 B-5 1-2 700 1 71111rK— Miks-lrEic Engineering EL Associates, Inc. SOLUBLE SULFATES TEST RESULTS PAVEMENT RECONSTRUCTION RICHARDSON / HATCHER FT. WORTH. TEXAS MAS-TEK ENGINEERING & ASSOCIATES E09-0501 [ DATE: 05/27/2009 I FIGURE: 10 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 2008 CIP Contract SC Hatcher Street & Richardson Street City Project No. 01233 z r EASTW000 ADDITION 52 00+16 'VAS 3N17 7 ..V4.1, rtf(+.15TCTK'p -00T101--'VAS '3141111- H01VAI gild411,3P no M ` Q0 00fl6. 'VAS._3N11 N01V1 'Da z9v9+21 'V1S 3NI1 tl3PlM — Od SZ BS OZ"V15 3NIl NOLV11 N. SONV198 • :• 15 S101 1 L g • OS•91 V1S 3N HOLM 'z •zb'- VLS 3NI1 T131VM= 133N1S A?1U39 € 0 °a 5 8-WATER- MAIN REPLACEMENT • HUGHES 5T. 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I s m _ 3 age; , .L L ti IL, � i r LJ i 1 11 1 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORP11 STANDARD CONSTRUCTION SPECIFICATION DOCUMIENIS Revised July I, 2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233 ATTACHMENT 1A Page 1 of 4 i i E 1 FO R'I' WO R'I' H City of Fort Worth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: McClendon Construction Co, Inc Check applicable block to describe prime PROJECT NAME: 2008 CIP Contract 5C; Hatcher and Richardson Sts MNV/DBE NON-M/W/DBE BID DATE May 10, 2012 City's M/WBE Project Goal: 22 Prime's MIWBE Project Utilization: 12.9 PROJECT NUMBER Proj 01233 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered is' tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm, including M/WBE owner -operators, and receive full M/WBE credit. The M/WBE may lease trucks from non-M/WBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. Rev. 5/30/03 ATTACHMENT IA Page 2 of 4 FORT WORTH Primes are required to identify Please ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs. M/WBE firms first, use additional sheets if necessary. list SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Certification (check one) N ° n M W B E Detail Subcontracting Work Detail Supplies Purchased Dollar Amount T i e r M B E W B E N c T R C A T X D 0 T Klutz Construction PO Box 100263 Ft Worth TX 76185 817/921-0990 Fax 817/921-0990 1 x x Inlets $7,150.00 Rubio Trucking 9000 Co Rd 513 Alvarado, TX 76009 817/829-3711 No Fax 1 x x Hauloff Trucking $16,418.00 Ricochet Fuel Distributors 1201 Royal Pkwy Euless, TX 76040 817/268-5910 Fax 817/282-7497 1 x x Fuel $3,300.00 W.O.E. Const Inc PO Box 185176 Grand Prairie, TX 76181 817/284-7401 817/284-7400 1 x x Silicone Joint Seal $2,038.50 Buyers Barricades 3705 E 1st St Ft Worth, TX 76111 817/535-3939 817/831-7171 1 x x Barricades, Project Signs $1,150.00 H J G Trucking, Inc 701 Denair St Ft Worth, TX 76111 817/834-7181 817/834-8240 1 x x Topsoil Sand Crushed Rock $3,650.00 Rev. 5/30/03 i It)RI \VORI II ATTACHMENT IA Page 3 of 4 t; i i Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs. M/WBE firms first, use additional sheets if necessary. Please list SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Certification (check one) N o n M B E Detail Subcontracting Work Detail Supplies Purchased Dollar Amount T i e r M B E W B E N C R C A T X p T MMG Bldng & Const Svcs 1115 NE 23rd St Ft Worth, TX 76164 817/510-0490 817/510-0495 1 x x Portable Toilets $450.00 SAR Transportation 1101 Jarvis Rd Saginaw, TX 76179 817/232-2599 2 x x Rock, Sand and Hauling (2nd tier thru Southern Star Concrete) $5,001.45 J M Materials PO Box 496 Alvord, TX 76225 940/427-2033 940/427-2789 2 x x Hauloff Trucking (2nd Tier thru Tri- Tech Const) Rock Sand (2nd Tier thru Tri- Tech Const) $7,000.00 $9,000.00 $1,500.00 Klutz Construction LLC PO Box 100263 Ft Worth TX 76185 817/921-0990 Fax 817/921-0990 2 x x Concrete Flatwork (2nd Tier thru Tri- Tech Const) $4,290.00 W.O.E. Const Inc 941-B Avenue N Grand Prairie, TX 75040 817/284-7401 817/284-7400 2 x x Sawing (2nd Tier thru Tri- Tech Const) $300.00 Magnum Manhole 428 N First St Garland, TX 75040 972/276-2048 972/276-5318 2 x x TV Inspection of Sewer Lines (thru Tri-Tech) $1,017.00 FORT \\ORI II ATTACHMENT IA Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs. MANBE firms first, use additional sheets if necessary. Please list SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Certification (check one) N o n M B E Detail Subcontracting Work Detail Supplies Purchased Dollar Amount T i e r M B E w B E N C R C A T X 0 T Tri Tech Construction, Inc 650 Tower Drive Kennedale, TX 76060 817/496-5361 Fax 817/446-3044 1 x Water and Sewer Prequalified $176,913.00 Southern Star Concrete 8505 Freeport Pkwy Irving, TX 75063 972/621-0999 1 x Ready -Mix Concrete $78,900.00 Beall Lime Co 1100 West Parkway Euless, TX 76040 817/835-4000 Fax 214/545-5402 1 x Hydrated Lime Slurry $12,672.00 Barnsco, Inc 2609 Willowbrook Dallas, TX 75220 214/352-9091 Fax 214/379-0341 1 x Rebar Supplier $26,316.00 APAC Texas Inc PO Box 848164 Dallas, TX 75284 214/741-3531 1 x Hot Mix Asphalt $350.00 FORT WORTH ATTACHMENT IA Page 4of4 Total Dollar Amount of M/WBE Subcontractors/Suppliers $62,264.95 Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $295,151.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $357,415.95 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Dan McClendon Authorized Signature Printed Signature President Title McClendon Construction Co, Inc Company Name PO Box 999 Address Burleson, TX 76097 Contact Name/Title (if different) 817/295-0066 Telephone and/or Fax dan@mcclendonconstruction.com E-mail Address May 14,2012 City/State/Zip Date Rev. 5/30/03 ATTACHMENT IC Page 1 of 3 FORT WORTH City of Fort Worth Good Faith Effort Form PRIME COMPANY NAME: McClendon Construction Co, Inc PROJECT NAME: 2008 CIP Contract 5C; Hatcher and Richardson Sts Check applicable block to describe prime M/W/DBE x NON-M/W/DBE BID DATE May 10, 2012 City's MIWBE Project Goal: 22 PROJECT NUMBER Proj 01233 IIf you have failed to secure MIWBE participation and you have subcontracting and/or supplier opportunities or if your DBE participation is less than the City's project goal, you must complete this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunityl for the completion of this project, regardless of whether it is to be provided by a M/WBE or non-MIWBE. (DO NOT LIST NAMES OF FIRMS) On Combined Projects, list each subcontracting and or supplier opportunity through the 2" tier. s, if necessa List of Subcontracting Opportunities List of Supplier Opportunities Water and Sewer Prequalified Ready -mix Concrete Inlet Construction Rebar Hauloff Trucking Fuel Joint Seal Crushed Rock, sand, topsoil Hydrated Lime Slurry Portable Toilets Hot -Mix Asphalt Project Signs, Barricades Rev. 05/30/03 ATTACHMENT IC Page 2 of 3 2.) Obtain a current (not more than three (3) months old from the bid open date) list of M/WBE subcontractors and/or suppliers from the City's MIWBE Office. Yes No Date of Listing 04/ 20 / 2012 3.) Did you solicit bids from MIWBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? x Yes (If yes, attach MIWBE mall listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? X Yes (If yes, attach list to include name of MIWBE firm, person contacted, phone number and date and time of contact.) No NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed. NOTE: If the list of MIWBEs for a particular subcontracting/supplier opportunity is ten (10) or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. If the list of MIWBEs for a particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two- thirds (2/3) of the list within such area of opportunity, but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential MIWBEs or information regarding the location of plans and specifications in order to assist the MIWBEs? x Yes No 6.) Submit documentation if MIWBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MIWBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in -camera access to and inspection of any relevant documentation by City personnel. itional sheets if necessary, and attach Company Name Telephone Contact Person Scope of Work Reason for Rejection M E Burns Const 817/447-0292 Josephine Burns Water/Sewer Not Low Bidder Cowtown Ready Mix 817/759-1919 Archie White Ready Mix Not Low Bidder Rev. 05130/03 ATTACHMENT 1C Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not Tess than one (1) year. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the,t's M/WB Qffjce. Dan McClendon Authorized Signature Printed Signature President Title Contact Name and Title (if different) McClendon Construction Co, Inc 817/295-0066 Fax 817/295-6796 Company Name PO Box 999 Address Burleson, TX 76097 Phone Number Fax Number dan@mcclendonconstruction.com Email Address May 14, 2012 City/State/Zip Date Rev. 05/30/03 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY ()I' [(MST WORTH SI ANI)ARI) CONSIRUCIION SPECIFICATION DOCIJMIiNI Revised Judy I. 201I 2008 CIP Contract SC Matcher Street & Richardson Street City Project No. 01233 General Decision Number: TX100042 09/16/2011 TX42 State: Texas Construction Type: Highway Counties: Archer, Callahan, Clay, Collin, Dallas, Delta, Denton, Ellis, Grayson, Hunt, Johnson, Jones, Kaufman, Parker, Rockwall, Tarrant and Wise 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). Modification Number Publication Date 0 09/16/2011 SUTX2011-007 08/03/2011 Rates CONCRETE FINISHER (Paving and Structures) $ 14.00 ELECTRICIAN $ 19.80 FORM BUILDER/FORM SETTER Paving & Curb $ 13.15 Structures $ 13.82 LABORER Asphalt Raker $ 13.01 Flagger $ 10.28 Laborer, Common $ 10.75 Laborer, Utility $ 12.38 Pipelayer $ 13.17 Work Zone Barricade Servicer $ 11.46 POWER EQUIPMENT OPERATOR: Asphalt Distributor $ 15.72 Asphalt Paving Machine $ 14.93 Broom or Sweeper $ 11.99 Concrete Pavement Finishing Machine $ 16.05 Concrete Saw $ 14.67 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom over 80 Tons $ 20.52 Crane, Hydraulic 80 Tons or Less $ 18.22 Fringes Crawler Tractor $ 14.26 Directional Drilling $ 20.32 Excavator, 50,000 pounds or less $ 17.19 Excavator, over 50,000 pounds $ 17.04 Foundation Drill , Truck Mounted $ 21.51 Foundation Drill, Crawler Mounted $ 17.99 Front End Loader 3 CY or Less Front End Loader, $ Loader/Backhoe $ Mechanic $ Milling Machine $ Motor Grader, Fine Grade$ Motor Grader, Rough $ Pavement Marking Machine$ Reclaimer/Pulverizer $ Roller, Asphalt Roller, Other Scraper Spreader Box Servicer $ 13.85 over 3 CY. 14.96 15.41 17.74 14.29 17.12 16.20 13.55 11.90 $ 13.29 $ 11.82 $ 12.88 $ 14.71 $ 14.74 Steel Worker (Reinforcing) $ 16.17 TRUCK DRIVER Lowboy -Float $ 16.52 Off Road Hauler $ 12.26 Single Axle $ 13.04 Single or Tandem Truck Tandem Axle Tractor with Semi Trailer Transit -Mix Axle Dump $ 12.95 $ 13.42 $ 14.14 WELDER $ 14.86 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 (29 CFR 5.5(a)(1)(ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. 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 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 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 2008 CIP Contract 5C Hatcher Street & Richardson Street City Project No. 01233