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Contract 44515 (2)
CITY SECRETARY NC D.O.E. FILE CONTRACTOR'S BONDING CO. FORT WORT CONSTRUCTION'S COPY CLIENT DEPARTMENT PROJECT MANUAL FOR THE CONSTRUCTION OF CITY SECRETARYL CONTRACT NO. J .1 PAVING, DRAINAGE AND WATER IMPROVEMENTS TO PENLAND STREET (NOBLE AVENUE TO WADE AVENUE) AND WADE AVENUE (ST. HWY. 121 TO PENLAND STREET) 2008 CAPITOL IMPROVEMENT PROJECT (COUNCIL DISTRICT 8) CONTRACT 8D City Project No. 01272 (DOE No. 6180) Water Project No. P253 541200 608170127283 T/PW Project No. C204 541200 208400127283 Betsy Price Tom Higgins Mayor 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 2013 S&B Infrastructure, Ltd. 100 E. 15th Street, Suite 650 Fort Worth, Texas 76102 817-820-0036 Tx Firm Registration No. 1582 O t t t) \;r V= 6 2113 1I IE SEAL APPEARING ON 1 HIS DOCUMENT WAS AUTHORIZED BY DAN MCINNIS P E. 1169670 03-05-2313 PROJECT MANUAL FOR THE CONSTRUCTION OF PAVING, DRAINAGE AND WATER IMPROVEMENTS TO PENLAND STREET (NOBLE AVENUE TO WADE AVENUE) AND WADE AVENUE (ST. HWY. 121 TO PENLAND STREET) 2008 CAPITOL IMPROVEMENT PROJECT (COUNCIL DISTRICT 8) CONTRACT 8D City Project No. 01272 (DOE No. 6180) Water Project No. P253 541200 608170127283 T/PW Project No. C204 541200 208400127283 Betsy Price Tom Higgins Mayor 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 2013 S&B Infrastructure, Ltd. 100 E. 15r'' Street, Suite 650 Fort Worth, Texas 76102 817-820-0036 Tx Firm Registration No. 1582 S?DAN{EL CINNIS' I r ill,p : 69670 3 "141 r�SeC1. .... 1HE SEAL APPEARING ON f HIS DOCUMENT WAS AUTHORIZED BY DAN MCINNIS P.E #69670 03-05.2013 000000-1 TABLE OF CONTENTS Page 1 of 3 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 11 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 m ✓amines Entcrn c Goal 19 00 45 40 Minority Business Enterprise Goal 20 00 45 41 S-nal1 ✓asksess Enterprise Coal 21 00 52 43 Agreement 22 00 61 13 Performance Bond 23 00 61 14 Payment Bond 24 00 61 19 Maintenance Bond 25 00 61 25 Certificate of Insurance 26 00 72 00 General Conditions 27 00 73 00 Supplementary Conditions 28 29 Division 01 - General Requirements 30 01 11 00 Summary of Work 31 01 25 00 Substitution Procedures 32 01 31 19 Preconstruction Meeting 33 01 31 20 Project Meetings 34 01 32 16 Construction Progress Schedule 35 01 32 33 Preconstruction Video 36 01 33 00 Submittals 37 01 35 13 Special Project Procedures 38 01 45 23 Testing and Inspection Services 39 01 50 00 Temporary Facilities and Controls 40 01 55 26 Street Use Permit and Modifications to Traffic Control 41 01 57 13 Storm Water Pollution Prevention Plan 42 01 58 13 Temporary Project Signage 43 01 60 00 Product Requirements 44 01 66 00 Product Storage and Handling Requirements 45 01 70 00 Mobilization and Remobilization 46 01 71 23 Construction Staking and Survey 47 01 74 23 Cleaning 48 01 77 19 Closeout Requirements 49 01 78 23 Operation and Maintenance Data CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 000000-2 TABLE OF CONTENTS Page 2 of 3 01 78 39 Project Record Documents Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02 - Existing Conditions 02 41 14 Utility Removal/Abandonment Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps://proi ectnoint.buzzsaw.com/client/fortworthRov/Resources/02%20- %20Construction%20Documents/Snecifications Division 02 02 41 13 02 41 14 02 41 15 Division 26 26 05 33 - Existing Conditions Selective Site Demolition Utility Removal/Abandonment Paving Removal - Electrical Raceway and Boxes for Electrical Systems Division 31 - 31 25 00 Division 32 01 17 32 01 18 32 11 23 32 11 29 32 12 16 32 13 13 32 13 20 32 13 73 32 16 13 32 91 19 32 92 13 Earthwork Erosion and Sediment Control 32 - Exterior Improvements Permanent Asphalt Paving Repair Temporary Asphalt Paving Repair Flexible Base Courses Lime Treated Base Courses Asphalt Paving Concrete Paving Concrete Sidewalks, Driveways and Barrier Free Ramps Concrete Paving Joint Sealants Concrete Curb and Gutters and Valley Gutters Topsoil Placement and Finishing of Parkways Hydro -Mulching, Seeding, and Sodding Division 33 - Utilities 33 04 30 33 05 10 33 05 14 33 05 26 33 05 30 33 11 10 33 11 11 33 11 12 33 12 10 33 12 20 Temporary Water Services Utility Trench Excavation, Embedment, and Backfill Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade Utility Markers/Locators Location of Existing Utilities Ductile Iron Pipe Ductile Iron Fittings Polyvinyl Chloride (PVC) Pressure Pipe Water Services 1-inch to 2-inch Resilient Seated Gate Valve CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 000000-3 TABLE OF CONTENTS Page 3 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 33 12 25 33 12 40 33 41 10 33 49 20 Division 34 - 34 71 13 34 41 20 Appendix GC-4.01 GC-4.02 GC-4.04 GC-4.06 GC-6.06.D GC-6.07 GC-6.09 GC-6.24 GR-01 60 00 Connection to Existing Water Mains Fire Hydrants Reinforced Concrete Storm Sewer Pipe/Culverts Curb and Drop Inlets Transportation Traffic Control Roadway Illumination Assemblies Availability of Lands Subsurface and Physical Conditions Underground Facilities Hazardous Environmental Condition at Site Minority and Women Owned Business Enterprise Compliance Wage Rates Permits and Utilities Nondiscrimination Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 ti 00 Geoevai Goodif oos M&C Review Page 1 of 2 L DATE: 6/4/2013 REFERENCE NO.: CODE: SUBJECT: C TYPE: HEARING: Authorize Execution of a Contract with McClendon Construction Co., Inc., in the Amount of $371,060.17 for Pavement Reconstruction and Water Main Replacement in Portions of Penland Street and Wade Avenue, Authorize Transfer from the Water and Sewer Fund to the Water Capital Projects Fund, Provide for Project Costs and Contingencies for a Project Total in the Amount of $445,622.03 and Adopt Appropriation Ordinance (COUNCIL DISTRICT 8) Official site of the City of Fort Worth, Texas FORT WORTH 202008 CIP CONSTRUCTION CONTRACT 8D DIST 8 01272 **C-26280 LOG NAME: CONSENT PUBLIC NO RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer in the amount of $142,343.00 from the Water and Sewer Fund to the Water Capital Projects Fund; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $142,343.00; and 3. Authorize the execution of a contract with McClendon Construction Co., Inc., in the amount of $371,060.17 for pavement reconstruction and water main replacement for the streets listed below. DISCUSSION: As part of the 2008 Capital Improvements Program, the following neighborhood streets will be reconstructed. Contract 8D, Council District 8 STREETS Penland Street Wade Avenue LIMITS Wade Avenue to Noble Avenue Airport Expressway to Penland Street In addition to pavement reconstruction, deteriorated water lines are to be replaced as specified by the Water Department. The contract was advertised for bids on February 7, 2013 and February 14, 2013 in the Fort Worth Star —Telearam. On April 4, 2013 the following bids were received. BIDDERS McClendon Construction Co., Inc. Stabile & Winn Inc. Conatser Construction TX, LP. JLB Contracting LLC. Jet Underground Utilities Inc AMOUNT $371,060.17 $383,688.19 $411,678.50 $412,022.23 $419,234.48 Staff recommends that the low bid in the amount of $371,060.17 submitted by McClendon Construction Co., Inc., be selected and a contract awarded. In addition $74,561.86 will be utilized for contingencies and construction services including surveying, material testing and construction inspection. M/WBE Office: McClendon Construction Co., Inc., is in compliance with the City's BDE Ordinance by committing to six percent MBE participation and documenting good faith effort on this combined http://apps.cfwnet.org/councilpacket/mc review.asp?ID=18482&councildate=6/4/2013 6/4/2013 M&C Review Page 2 of 2 project. The City's MBE goal on this project is 15 percent. Funds from the Street Improvements 2008 Fund have previously been appropriated. This project is located in COUNCIL DISTRICT 8, Mapsco 63V. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects, and the Street Improvements 2008 Fund. TO Fund/Account/Centers 1 &2) $142.343.00 P253 476045 6081701272ZZ 2) P253 531350 608170127252 $4.000.00 2)P253 531350 608170127260 $200.00 2)P253 531350 608170127280 $300.00 2)P253 531350 608170127282 $200.00 2) P253 541200 608170127283 $122.043.00 2)P253 531350 608170127284 $1.000.00 2) P253 531200 608170127284 $2.000.00 2) P253 531350 608170127285 $12.000.00 2)P253 531350 608170127291 $200.00 2)P253 511010 608170127293 $200.00 2)P253 531350 608170127294 $200.00 Submitted for Citv Manaaer's Office bv: Oriainatina Department Head: Additional Information Contact: FROM Fund/Account/Centers 1) PE45 538040 0609020 $142.343.00 3) P253 541200 608170127283 $116.043.00 3)C204 541200 208400127283 $255.017.17 Fernando Costa (6122) Douglas W. Wiersig (7801) Najib Fares (7802) Khal Jaafari (7872) ATTACHMENTS 202008 CIP CONSTRUCTION CONTRACT 8D DIST 8 01272 A013.doc Map CONTRACT 8D 2008 CIP Proi 01272.pdf http://apps.cfwnet.org/councilpacket/mc review.asp?ID=18482&councildate=6/4/2013 6/4/2013 ADDENDUM NO. 1 TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR PAVING, DRAINAGE AND WATER IMPROVEMENTS TO PENLAND STREET (NOBLE AVENUE TO WADE AVENUE) AND WADE AVENUE (ST. HWY. 121 TO PENLAND STREET) 2008 CAPITOL IMPROVEMENT PROJECT (COUNCIL DISTRICT 8) CONTRACT 8D City Project No. 01272 (DOE # 6180) Water Project No.: P253 541200 60817 0127 283 T/PW Project No.: C204 541200 20840 01272 83 Prospective bidders are hereby informed of the following: I. The TIME OF RECEIPT of sealed bids for this project: 1:30 P.M. CST, Thursday, March 7, 2013, is hereby changed to: 1:30 P.IVI. CST, THURSDAY MARCH 28, 2013. II. The PREBID CONFERENCE for this project to be held: DATE: February 25, 2013 TIME: 10:30am-11:30am PLACE: Room 270 (TPW Conference Room), 1000 Throckmorton, Fort Worth, Texas 76102 LOCATION: Second Floor, Southeast Corner of City Hall. Is hereby changed to: j DATE: March 20, 2013 TIME: 10:30am- l l : 30am PLACE: Room 270 (TPW Conference Room), 1000 Throckmorton, Fort Worth, Texas 76102 LOCATION: Second Floor, Southeast Corner of City Hall. Page 1of2 This addendum forms a part of the Contract Documents and modifies the original Specifications. A signed copy of this addendum shall be attached to the proposal at the time of bid submittal. Bidders shall also acknowledge receipt of the Addendum in the space provided in the Bid Form. Failure to acknowledge receipt of the Addendum may subject bidder to disqualification. PREVIOUS SCHEDULED BID DATE: March 7, 2013 NEW SCHEDULED BID DATE: March 28, 2013 DATE ADDEMDUM ISSUED: February 20, 2013 RECIEPT ACKNOWLEDGED: CITY OF FORT WORTH: By' Date: 2/.2/13 By: h a L Oct r ,1, t� Page 2 of 2 ADDENDUM NO. 2 TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR PAVING, DRAINAGE AND WATER IMPROVEMENTS TO PENLAND STREET (NOBLE AVENUE TO WADE AVENUE) AND WADE AVENUE (ST. HWY. 121 TO PENLAND STREET) 2008 CAPITOL IMPROVEMENT PROJECT (COUNCIL DISTRICT 8) CONTRACT 8D City Project No. 01272 (DOE # 6180) Water Project No.: P253 541200 60817 0127 283 T/PW Project No.: C204 541200 20840 01272 83 Prospective bidders are hereby informed of the following: I. The Original TIME OF RECEIPT of sealed bids for this project was: 7.1 44 1:30 P.M. CST, Thursday, March 7, 2013, changed by Addendum No. 1, dated February T"' 2013, to Thursday March 28, 2013 is hereby changed to: 1:30 P.M. CST, THURSDAY APRIL 4, 2013. II. SECTION 00 42 42 — PROPOSAL FORM: Remove the Proposal Form as supplied and replace with the revised Proposal Form attached to this addendum that includes the following revisions: Unit I -Water Improvements: BID ITEM 9 Should read "Water Meter Service Relocate" to match the specification item. BID ITEM 10 Should read "New Water Service" and the Bid Quantity is changed to 15 to match the plans and comply with the specification. Add items: New BID ITEM 20 — "Utility Adjustment" and with a pre -bid value of $/0,000.00 Add items: New BID ITEM 21 — "Remove Existing Abandoned 6-inch Gas Line", price bid per L.F. and Bid Quantity of 345. Unit II — Pavine and Drainage Improvements: TXDOT ROW: Page I of 2 BID ITEM 17: SODDING: Bid Quantity - change from 150 to 240. BID ITEM 18: TOPSOIL Bid Quantity — change from 20.0 to 35.0. COFW ROW: BID ITEM 17: SODDING Bid Quantity — change from 165 to 185. BID ITEM 18: TOPSOIL Bid Quantity — change from 30.0 to 40.0. This addendum forms a part of the Contract Documents and modifies the original Specifications. A signed copy of this addendum shall be attached to the proposal at the time of bid submittal. Bidders shall also acknowledge receipt of the Addendum in the space provided in the Bid Form. Failure to acknowledge receipt of the Addendum may subject bidder to disqualification. PREVIOUS SCHEDULED BID DATE: March 28, 2013 NEW SCHEDULED BID DATE: April 4, 2013 DATE ADDEMDUM ISSUED: March , 2013. 14.S RECIEPT ACKNOWLEDGED: Date: /?'` /' 3, Page 2 of 2 CITY OF FORT WORTH: By: nn 43 43 BID PROPOSAL Pap 1 of .1 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Btdlist Item No. Description UNIT 1- WATER IMPROVEMENTS Project Item Information Bidders Proposal 1 3311.0442 12" Water Pipe 2 3311.0262 8" PVC Water Pipe 3 3471,0001 Traffic Control 4 3305.0109 Trench Safety 5 0241.1012 Remove 6" Water Line 6 0241.1302 Remove 6' Water Valve 7 0241.1202 6" Water Abandonment Plug 8 0241.1510 Salvage Fire Hydrant 9 3312.2003 1" Water Meter Service Relocate (Add. 82) 10 3312.2003 I" New Water Service (Addendum #2) II 3312.0102 Connection to Existing Water Main 12 3312.3002 6" Gate Valve 13 3312 3003 8" Gate Valve 14 3312.3005 12" Gate Valve 15 3312.0001 Fire Hydrant 16 3305.0101 Fire Hydrant Stem Extension 17 3311.0001 Ductile iron Water Fittings 18 3201.0400 Temporary Asphalt Paving Repair 19 3125.0101 S WPPP < !Acre 20 3312.2003 Misc. Utility Adjustment (Addendum 82) 21 0241.1410 Remove Ex. Abandoned 6" Gas Line(Add. 82) UNIT II - PAVING AND DRAINAGE IMPROVEMENTS TXDOT ROW Specification Section Unit of NBid Quantity o. Measure 33 11 10, 33 11 12 33 11 12 34 71 13 33 05 10 02 41 14 0241 14 02 41 14 02 41 14 33 12 10 33 12 10 33 12 25 33 12 20 33 12 20 33 12 20 33 12 40 33 05 14 331111 32 01 18 3125 01 02 41 14 02 41 14 Unit Price LF ( 375.0 LF 551.0 MO 2.0 1F 1 926.0 LF 662.0 EA L0 EA 2.0 EA 1.0 EA 1 9.0 EA 15.0 EA 3.0 EA 1.0 EA ( 1.0 EA 2.0 EA 1.0 EA 1.0 TON 1 0.7 LF 1090.0 LS 1.0 LS 1.0 $10,000.00 LF 345.0 TOTAL UNIT I WATER IMPROVMENTS: 01 0241.1100 Remove Asphalt Pvmt 02 41 15 SY 930.6 02 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 552.5 03 0241.0100 Remove Sidewalk 02 41 13 SF 394.0 04 0241.0401 Remove Concrete Drive 02 41 13 SF 69.0 05 0241.3015 Remove 24" Storm Line 02 41 14 LF 4.0 06 0241.4202 Remove 5' Drop Inlet 0241 14 EA 1.0 08 3211,0400 Lirne 32 11 29 TN 14.0 09 3211.0501 6" Lime Treatment (30# per SY) 32 11 29 SY 989-0 10 3213.0102 8" Conc hint (3,600 psi) 32 13 13 SY 930.6 3212.0503 6" Asphalt Base Type B 32 12 16 SY 989.0 11 1213.0401 6" Concrete Driveway 32 13 20 SF 70.0 12 3213.0301 4" Cone Sidewalk 32 13 20 SF 1402.5 15 3341.0205 24" RCP, Class 111 33 41 10 LF 4.0 16 3349.5001 10' Curb Inlet 33 49 20 EA 1.0 I7 3292.0500 Sodding (Addendum #2) 32 92 13 SY 240.0 18 3291.0100 Topsoil (Addendum #2) 32 91 19 CY 35.0 19 3213.0502 5' Barrier Free Ramp, Type B 32 13 20 EA 2.0 20 3212.0401 HMAC Transition 32 12 16 TN 12.6 21 3305.0107 Water Valve Box Adjustment 33 05 14 EA 7) 21 3305.0107 Water Meter Box Adjustment 33 05 14 EA 3.0 21 13305.0107 Manhole Adjustment. Minor 13 05 14 EA 1 0 TOTAL UNIT 11 - PAVING AND DRAINAG IMPROVEMENTS TXDOT RO UNIT II - PAVING AND DRAINAGE IMPROVEMENTS COFW ROW 01 0241.1100 Remove Asphalt Pvmt 02 0241.1300 Remove Conc Cur b, eGutter 03 0241.0100 Remove Sidewalk fpt 0241 0401 Remove Concrete Drive (18 13211.0400 1 hue ' l'I3) F' Ft)ar wf,RTfI 'T.3',13A141) t') 1151311.<1 R,) 5PF('11-1('AT3111 00(1)}:4FA . 0241 15 02 41 15 0241 13 0241 !3 32 11 29 SY LF SF SF 1'N 1780.8 706.0 462.0 1757.0 26 14 Bid Value $10,000.00 14, WI 4243 BID PROPOSAL Page 2.312 SECTION 00 42 43 PROPOSAL fORM UNIT PRICE BID Bidder's Application Project hem Information Bidiixt hem NoDescription 09 3211.0501 6" Lime Treatment (30# per SY) 10 3213.0102 7" Cone Pvmt (3,600 psi) ' I 3213.0401 6" Concrete Driveway 12 3213.0301 4" Cone Sidewalk 17 3292.0500 Sodding (Addendum #2) 18 3291.0100 Topsoil (Addendum #2) 19 3213.0502 5' Barrier Free Ramp, Type B 20 3212.0401 HMAC Transition 21 3305.0107 Water Valve Box Adjustment 21 3305.0107 Water Meter Box Adjustment 21 3305.0107 Fire Hydrant Adjustment 22 3471.0001 Traffic Control 23 3125.0101 SWPPP <'Acre Specification Section No. 32 11 29 32 13 13 32 13 20 32 13 20 32 92 13 32 91 19 32 13 20 32 12 16 33 05 14 33 05 14 33 05 14 34 71 13 31 25 01 TOTAL UNIT 11- PAVING AND DRAINAG IMP UNIT 11 A- PAVING AND DRAINAGE IMPROVEMENTS ADDITIVE 05 3441.1501 Ground Box. Small, wl Lid 01 3441.3301 Rdwy Ilium Foundation TY 1.2. and 4 02 34-41.3002 Rdwv Il1um Assmbly TY 8.1 I,D-25, and D-30 03 3441.3101 04 2605.3011 34 41 10 34 41 20 34 41 20 Bidder's Propmal Unit of Measure Bid Quantity Unit Price SY 1891.0 SY 1780.8 SF 1638.9 SF 4263.0 SY 185.0 CY 40.0 EA 2.0 TN 6.6 EA 3.0 EA 12.0 EA 1.0 MO 4.0 LS 1.0 OVEMENTS COFW ROW: EA EA EA 100W HAS PC Lighting Fixture 1 34 41 20 EA 2" CONDT PVC SCH 40 (T) 1 26 05 33 LF 420.0 TOTAL ADDITIVE ALTERNATE BID: UNIT IIA - PAVING AND DRAINAG IMPROVEMENTS: BID SUMMARY BASE BID: UNIT I - WATER IMPROVEMENTS: [UNIT 11- PAVING AND DRAINAGE IMPROVEMENTS: TXDOT KNIT 11- PAVING AND DRAINAGE IMPROVEMENTS: COFW TOTAL BASE BID (UNITS 1 & II): f ADDITIVE ALTERNATE BID; [ Nr IIA - PAVING AND DRAINAGE IMPROVEMENTS ALTERNATE col Or FORT SS tiRT fi -,rANDARL 3 (iASTR(4'ii,YC TOTAL BASE BID PLUS ALTERNATE: -lei, 2Tt<)ti otx't,'MEhT4 1.0 4.0 4.0 4.0 Total Bid Bid Value it, LI :a Re.,,s3 0i ADDENDUM NO. 3 TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR PAVING, DRAINAGE AND WATER IMPROVEMENTS TO PENLAND STREET (NOBLE AVENUE TO WADE AVENUE) AND WADE AVENUE (ST. HWY. 121 TO PENLAND STREET) 2008 CAPITOL IMPROVEMENT PROJECT (COUNCIL DISTRICT 8) CONTRACT 8D City Project No. 01272 (DOE # 6180) Water Project No.: P253 541200 60817 0127 283 T/PW Project No.: C204 541200 20840 01272 83 Prospective bidders are hereby informed of the following: 1. CONSTRUCTION PLAN REVISIONS: Remove from the plans as supplied and replace with the revised Plan Sheets attached to this addendum Sheets: 13,18.1, 18.2, 19.1, 19.2, 20.1, and 20.2 of 25. Sheet 13 has been revised to reflect the addition of a short retaining wall (See Item A.2 and Item B.2, below), and the other sheets to correct cross sections — add existing curb profile to the existing ground profile to cross sections as applicable. II, SECTION 00 42 42 — PROPOSAL FORM: Remove the Proposal Form as supplied and replace with the revised Proposal Form attached to this addendum that includes the following revisions: A. Unit I — Water Improvements: 1. The following bid item was inadvertently left out of the proposal: ADD BID ITEM 22: 3304.0101 TEMPORARY WATER SERVICE: UNIT OF MEASUREMENT: EA -eft -MA); BID QUANTITY: -, - -� Low p4, ' . B. Unit Il — Paving and Drainage Improvements: TXDOT ROW: 1. The following bid item was inadvertently left out of the proposal: ADD BID ITEM 22: 3123.0101 UNCLASSIFIED EXCAVATION BY PLAN: UNIT OF MEASUREMENT: CUBIC YARD (CY); BID QUANTITY: 32. 2. The following bid item is added for the addition of a short (height varies from 6" to 8") concrete retaining wall on the west side of Penland Street adjacent to the west sidewalk (ROW side) from approx. Sta. 14+98 to Sta. 15+22.25: Page l of 2 ADD BID ITEM 24: 3232.0100 CONCRETE RET. WALL WITH SIDEWALK BY FACE: UNIT OF MEASUREMENT: SQUARE FOOT (SF): BID QUANTITY: 10.5. 3. The following bid item quantities are changed: BID ITEM 12: 4" CONC. SIDEWALK: Bid Quantity - change from 1402.5 to 1330.5 to accomdate the addition of the Retaining Wall with Sidewalk pay item. BID ITEM 18: TOPSOIL: Bid Quantity - change from 35 to 12 due to revised cross sections. C. COFW ROW: 1. The following two bid items were inadvertently left out of the proposal: ADD BID ITEM 24: 3123.0101 UNCLASSIFIED EXCAVATION BY PLAN: UNIT OF MEASUREMENT: CUBIC YARD (CY); BID QUANTITY: 63. 2. The following bid item is added for the addition of a short (height varies from 6" to 8") concrete retaining wall on the west side of Penland Street adjacent to the west sidewalk (ROW side) from approx. Sta. 14+98 to Sta. 15+22.25: ADD BID ITEM 25: 3232.0100 CONCRETE RET. WALL WITH SIDEWALK BY FACE: UNIT OF MEASUREMENT: SQUARE FOOT (SF): BID QUANTITY: 3.5. 3. The following bid item quantity is changed: BID ITEM 12: 4" CONC. SIDEWALK: Bid Quantity - change from 4263.0 to 4239 to accomdate the addition of the Retaining Wall with Sidewalk pay item. BID ITEM 18: TOPSOIL: Bid Quantity - change from 35 to 12 due to revised cross sections. This addendum forms a part of the Contract Documents and modifies the original Specifications. A signed copy of this addendum shall be attached to the proposal at the time of bid submittal. Bidders shall also acknowledge receipt of the Addendum in the space provided in the Bid Form. Failure to acknowledge receipt of the Addendum may subject bidder to disqualification. DATE ADDEMDUM ISSUED: April 3, 2013. RECIEPT ACKNOWLEDGED: CITY OF FORT WORTH: Date: / A / 3 By: Page 2 of 2 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 0011 13 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 6 Sealed bids for the construction of Contract 8D, a 2008 Capital Improvement Project (City 7 Project No. 01272) for Paving, Drainage, and Water Improvements for 8 • Penland Street (Noble Ave. to Wade Ave.), 9 • Wade Avenue (St. Hwy. 121 to Penland St.) 10 will be received by the City of Fort Worth Purchasing Office: 11 12 City of Fort Worth 13 Purchasing Division 14 1000 Throckmorton Street 15 Fort Worth, Texas 76102 16 until 1:30 P.M. CST, Thursday, March 7, 2013, and bids will be opened publicly and read 17 aloud at 2:00 PM CST in the Council Chambers. 18 19 GENERAL DESCRIPTION OF WORK 20 The major work will consist of the (approximate) following: 21 22 Unit I - Water: 23 • 544 LF of 8"Water Line by Open Cut 24 • 341 LF of 12" Water Line by Open Cut 25 Unit II - Paving and Drainage: 26 ■ 2,750 SY 7" Concrete Pavement 27 ■ 1,838 SF 6" Concrete Driveway 28 ■ 5,760 SF 4" Concrete Sidewalk 29 30 PREQUALIFICATION 31 The improvements included in this project must be performed by a contractor who is pre- 32 qualified by the City at the time of bid opening. The procedures for qualification and pre- 33 qualification are outlined in the Section 00 21 13 - INSTRUCTIONS TO BIDDERS. 34 35 DOCUMENT EXAMINATION AND PROCUREMENTS 36 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 37 of Fort Worth's Purchasing Division website at httn://www.fortwortimov.oru/nurchasine/ and 38 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 39 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 40 suppliers. 41 42 Copies of the Bidding and Contract Documents may be purchased from S& B Infrastructure, Ltd, 43 100 E. 15`1' Street, Suite 650, Fort Worth, TX 76102, (817) 820-0036. 44 45 The cost of Bidding and Contract Documents is: $100.00. 46 Set of Bidding and Contract Documents with full size drawings: $250.00. 47 Set of Bidding and Contract Documents with half size (if available) drawings: $175.00. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Penland Street and Wade Avenue 2008 CIP Contract 8D Revised July 1, 2011 City Project No. 01272 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 PREBID CONFERENCE 2 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 3 BIDDERS at the following location, date, and time: 4 DATE: February 25, 2013 5 TIME: 10:30am-11:30am 6 PLACE: Room 270 (TPW Conference Room), 1000 Throckmorton, Fort Worth, Texas 7 76102 8 LOCATION: Second Floor, Southeast Corner of City Hall. 9 10 11 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 12 City reserves the right to waive irregularities and to accept or reject bids. 13 14 INQUIRIES 15 All inquiries relative to this procurement should be addressed to the following: 16 Attn: Khal Jaafari, P.E. , City of Fort Worth 17 Email: Khaljaafari@forworthtexas.gov 18 Phone: 817-392-7872 19 AND/OR 20 Attn: Dan McInnis, P. E., S&B Infrastructure, Ltd. 21 Email: dfmcinnis@sbinfra.com 22 Phone: 817-820-0036 23 24 ADVERTISEMENT DATES 25 First: February 7, 2013 26 Second: February 14, 2013 27 28 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Penland Street and Wade Avenue 2008 CIP Contract 8D Revised July 1, 2011 City Project No. 01272 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 10 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 7 8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified (even if inadvertently opened) shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving - Requirements document located at; 40 https://proiectpoint.buzzsaw.com/fortworthRov/Resources/02%20- 41 %20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving 42%20Contractor%20Prequalification%20ProgramIPREOUALIFICATION%2OREQ 43 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 44 45 3.1.2. Roadway and Pedestrian Lighting - Requirements document located at; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 002113-2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 https://proiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 2 %20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving 3%20Contractor%20Prequalification%20Program/PREOUALIFICATION%2OREO 4 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 5 6 3.1.3. Water and Sanitary Sewer — Requirements document located at; 7 https://proiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 8 %20Construction%20Documents/Contractor%20Prequalification/Water%20and%2 9 OSanitarv%20Sewer%20Contractor%20Preuualification%20ProIram/WSS%20nre 10 aual%20requirements.doc?public 11 12 13 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 14 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 15 45 11, BIDDERS PREQUALIFICATIONS. 16 17 3.2.1. Submission of and/or questions related to prequalification should be addressed to 18 the City contact as provided in Paragraph 6.1. 19 20 21 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 22 bidder(s) for a project to submit such additional information as the City, in its sole 23 discretion may require, including but not limited to manpower and equipment records, 24 information about key personnel to be assigned to the project, and construction schedule, 25 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 26 deliver a quality product and successfully complete projects for the amount bid within 27 the stipulated time frame. Based upon the City's assessment of the submitted 28 information, a recommendation regarding the award of a contract will be made to the 29 City Council. Failure to submit the additional information, if requested, may be grounds 30 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 31 notified in writing of a recommendation to the City Council. 32 33 3.4. In addition to prequalification, additional requirements for qualification may be required 34 within various sections of the Contract Documents. 35 36 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 37 38 4.1. Before submitting a Bid, each Bidder shall: 39 40 4.1.1. Examine and carefully study the Contract Documents and other related data 41 identified in the Bidding Documents (including "technical data" referred to in 42 Paragraph 4.2. below). No information given by City or any representative of the 43 City other than that contained in the Contract Documents and officially 44 promulgated addenda thereto, shall be binding upon the City. 45 46 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 47 site conditions that may affect cost, progress, performance or furnishing of the 48 Work. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 002113-3 INSTRUCTIONS TO BIDDERS Page 3 of 10 1 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 2 progress, performance or furnishing of the Work. 3 4 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 5 contiguous to the Site and all drawings of physical conditions relating to existing 6 surface or subsurface structures at the Site (except Underground Facilities) that 7 have been identified in the Contract Documents as containing reliable "technical 8 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 9 at the Site that have been identified in the Contract Documents as containing 10 reliable "technical data." 11 12 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 13 the information which the City will furnish. All additional information and data 14 which the City will supply after promulgation of the formal Contract Documents 15 shall be issued in the form of written addenda and shall become part of the Contract 16 Documents just as though such addenda were actually written into the original 17 Contract Documents. No information given by the City other than that contained in 18 the Contract Documents and officially promulgated addenda thereto, shall be 19 binding upon the City. 20 21 4.1.6. Perform independent research, investigations, tests, borings, and such other means 22 as may be necessary to gain a complete knowledge of the conditions which will be 23 encountered during the construction of the project. On request, City may provide 24 each Bidder access to the site to conduct such examinations, investigations, 25 explorations, tests and studies as each Bidder deems necessary for submission of a 26 Bid. Bidder must fill all holes and clean up and restore the site to its former 27 conditions upon completion of such explorations, investigations, tests and studies. 28 29 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 30 cost of doing the Work, time required for its completion, and obtain all information 31 required to make a proposal. Bidders shall rely exclusively and solely upon their 32 own estimates, investigation, research, tests, explorations, and other data which are 33 necessary for full and complete information upon which the proposal is to be based. 34 It is understood that the submission of a proposal is prima -facie evidence that the 35 Bidder has made the investigation, examinations and tests herein required. Claims 36 for additional compensation due to variations between conditions actually 37 encountered in construction and as indicated in the Contract Documents will not be 38 allowed. 39 40 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 41 between the Contract Documents and such other related documents. The Contractor 42 shall not take advantage of any gross error or omission in the Contract Documents, 43 and the City shall be permitted to make such corrections or interpretations as may 44 be deemed necessary for fulfillment of the intent of the Contract Documents. 45 46 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 002113-4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 2 the site which have been utilized by City in preparation of the Contract Documents. 3 The logs of Soil Borings, if any, on the plans are for general information only. 4 Neither the City nor the Engineer guarantee that the data shown is representative of 5 conditions which actually exist. 6 7 4.2.2. those drawings of physical conditions in or relating to existing surface and 8 subsurface structures (except Underground Facilities) which are at or contiguous to 9 the site that have been utilized by City in preparation of the Contract Documents. 10 11 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 12 on request. Those reports and drawings may not be part of the Contract 13 Documents, but the "technical data" contained therein upon which Bidder is entitled 14 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 15 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 16 responsible for any interpretation or conclusion drawn from any "technical data" or 17 any other data, interpretations, opinions or information. 18 19 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 20 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 21 exception the Bid is premised upon performing and furnishing the Work required by the 22 Contract Documents and applying the specific means, methods, techniques, sequences or 23 procedures of construction (if any) that may be shown or indicated or expressly required 24 by the Contract Documents, (iii) that Bidder has given City written notice of all 25 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 26 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 27 etc., have not been resolved through the interpretations by City as described in 28 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 29 and convey understanding of all terms and conditions for performing and furnishing the 30 Work. 31 32 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 33 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 34 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 35 Documents. 36 37 5. Availability of Lands for Work, Etc. 38 39 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 40 access thereto and other lands designated for use by Contractor in performing the Work 41 are identified in the Contract Documents. All additional lands and access thereto 42 required for temporary construction facilities, construction equipment or storage of 43 materials and equipment to be incorporated in the Work are to be obtained and paid for 44 by Contractor. Easements for permanent structures or permanent changes in existing 45 facilities are to be obtained and paid for by City unless otherwise provided in the 46 Contract Documents. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 002113-5 INSTRUCTIONS TO BIDDERS Page 5 of 10 1 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 2 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 3 of -way, easements, and/or permits arc not obtained, the City reserves the right to cancel 4 the award of contract at any time before the Bidder begins any construction work on the 5 project. 6 7 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 8 way, easements, and/or permits, and shall submit a schedule to the City of how 9 construction will proceed in the other areas of the project that do not require permits 10 and/or easements. 11 12 6. Interpretations and Addenda 13 14 All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on 15 or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be 16 responded to. Interpretations or clarifications considered necessary by City in response to such questions 17 will be issued by Addenda delivered to all parties recorded by City as having received the Bidding 18 Documents. Only questions answered by formal written Addenda will be binding. Oral and other 19 interpretations or clarifications will be without legal effect. 20 21 Address questions to: 22 23 City of Fort Worth 24 1000 Throckmorton Street 25 Fort Worth, TX 76102 26 Attn: Khal Jaafari, P.E. , T/PW Department 27 Email: Khaljaafari@forworthtexas.gov 28 Phone: 817-392-7872 29 30 31 6.1. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 32 City. 33 34 6.2. Addenda or clarifications may be posted via Buzzsaw at 35 https://projectpoint.buzzsaw.com/fortworthgov\Infrastructure Projects\01272-Penland 36 St, Wade Ave, 2008 CIP 8D\Bid Package\Addendums\ 37 38 6.3. A prebid conference may be held at the time and place indicated in the Advertisement or 39 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 40 Project. Bidders are encouraged to attend and participate in the conference. City will 41 transmit to all prospective Bidders of record such Addenda as City considers necessary 42 in response to questions arising at the conference. Oral statements may not be relied 43 upon and will not be binding or legally effective. 44 45 7. Bid Security 46 47 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 48 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 49 the requirements of Paragraphs 5.01 of the General Conditions. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 10 1 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which, or the dates by which, Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or -Equal" Items 19 The Contract, if awarded, will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or "or -equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 27 28 11. Subcontractors, Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended), the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts. A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate. The Forms including documentation must be received 37 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 48 obtained from the City. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 40 to State Law Non Resident Bidder. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 10 1 13. Submission of Bids 2 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 3 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 4 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 5 marked with the City Project Number, Project title, the name and address of Bidder, and 6 accompanied by the Bid security and other required documents. If the Bid is sent through the 7 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 8 with the notation "BID ENCLOSED" on the face of it. 9 10 14. Modification and Withdrawal of Bids 11 12 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 13 withdrawn prior to the time set for bid opening. A request for withdrawal must be 14 made in writing by an appropriate document duly executed in the manner that a Bid 15 must be executed and delivered to the place where Bids are to be submitted at any 16 time prior to the opening of Bids. After all Bids not requested for withdrawal are 17 opened and publicly read aloud, the Bids for which a withdrawal request has been 18 properly filed may, at the option of the City, be returned unopened. 19 20 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 21 time set for the closing of Bid receipt. 22 23 15. Opening of Bids 24 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 25 abstract of the amounts of the base Bids and major alternates (if any) will be made available 26 to Bidders after the opening of Bids. 27 28 16. Bids to Remain Subject to Acceptance 29 All Bids will remain subject to acceptance for the time period specified for Notice of Award 30 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 31 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 32 33 17. Evaluation of Bids and Award of Contract 34 35 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 36 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 37 and to reject the Bid of any Bidder if City believes that it would not be in the best 38 interest of the Project to make an award to that Bidder, whether because the Bid is 39 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 40 meet any other pertinent standard or criteria established by City. City also reserves 41 the right to waive informalities not involving price, contract time or changes in the 42 Work with the Successful Bidder. Discrepancies between the multiplication of units 43 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 44 between the indicated sum of any column of figures and the correct sum thereof will 45 be resolved in favor of the correct sum. Discrepancies between words and figures 46 will be resolved in favor of the words. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 10 1 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 2 among the Bidders, Bidder is an interested party to any litigation against City, 3 City or Bidder may have a claim against the other or be engaged in litigation, 4 Bidder is in arrears on any existing contract or has defaulted on a previous 5 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 6 Bidder has uncompleted work which in the judgment of the City will prevent or 7 hinder the prompt completion of additional work if awarded. 8 9 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 10 other persons and organizations proposed for those portions of the Work as to which 11 the identity of Subcontractors, Suppliers, and other persons and organizations must 12 be submitted as provided in the Contract Documents or upon the request of the City. 13 City also may consider the operating costs, maintenance requirements, performance 14 data and guarantees of major items of materials and equipment proposed for 15 incorporation in the Work when such data is required to be submitted prior to the 16 Notice of Award. 17 18 17.3. City may conduct such investigations as City deems necessary to assist in the 19 evaluation of any Bid and to establish the responsibility, qualifications, and financial 20 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 21 organizations to perform and furnish the Work in accordance with the Contract 22 Documents to City's satisfaction within the prescribed time. 23 24 17.4. Contractor shall perform with his own organization, work of a value not less than 25 35% of the value embraced on the Contract, unless otherwise approved by the City. 26 27 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 28 responsive Bidder whose evaluation by City indicates that the award will be in the 29 best interests of the City. 30 31 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 32 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 33 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 34 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 35 comparable contract in the state in which the nonresident's principal place of 36 business is located. 37 38 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 39 to be awarded, City will award the Contract within 90 days after the day of the Bid 40 opening unless extended in writing. No other act of City or others will constitute 41 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 42 the City. 43 44 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 00 21 13 - 10 INSTRUCTIONS TO BIDDERS Page 10 of 10 1 18. Signing of Agreement 2 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 3 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 4 Contractor shall sign and deliver the required number of counterparts of the Agreement to 5 City with the required Bonds, Certificates of Insurance, and all other required documentation. 6 City shall thereafter deliver one fully signed counterpart to Contractor. 7 8 9 10 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 003513-1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 3 SECTION 00 3513 CONFLICT OF INl'FREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the 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. httn://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: McClendon Construction Co., Inc Company PO Box 999 Address Burleson, TX 76097 City/State/Zip Dan McClendon By: Signature: Title: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 President (Please Print) Neighborhood Streets Contract 3B City Project No. 01225 00 35 13 - 2 CONFLICT OF INTEREST AFFIDAVIT CONFLICT OF INTEREST QUESTIONNAIRE For vendor or other person doing business with local governmental entity The queetlonnalre recede changes made to the law by H.B. 1491. 801h Leg_ Regular Session. This questionnaire is being filed in accordance with Chapter 170, Local Government Code by a person who has a business relationship as defined by Section 178.001(1-a) with a local governmental entity and the person meets requirements under Section 178.000(a). By law this questionnaire must be filed wilh the records administrator of the local governmental entity not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 170.008. Local Government Code. A person commits an offense if the person knowingly violates Section 170.000, Local Govemment Code. An offense under this section is a Class C misdemeanor. J Name of person who has a business relationship with local governmental entity. J J Page 2 of 3 FORM CIQ OFFICE USE ONLY Oafs ReceMed Check this box if you 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 der the date the originally fled questionnaire becomes incomplete or inacovate.) Name of local government officer with whom filer has employment or business relationship. Name of Officer This section (item 3 induding subparts A. B. C tL D) must be completed for each officer with whom the filer has an employment or other business relationship as defined by Section 178.001(1-a), Local Government Code. Attach additional pages to this Form CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income. other than investment income. from the filer of the questionnaire? J Yes El No B. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment income. from or at the direction of the local government officer named in this section AND the taxable income is not received from the local governmental entity? Yes p No C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local government officer serves as an officer or director. or holds an ownership of 10 percent or more? nYes n No D. Describe each employment or business relationship with the local government officer named in this section. • A(/2e43 awn doing ouetnees wlth the govemmerrlal erroty Dale CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Adopted 06129/2007 Neighborhood Streets Contract 3B Ciry Project No. 01225 00 35 13 - 3 CONFLICT OF INTEREST AFFIDAVIT LOCAL GOVERNMENT OFFICER CONFLICTS DISCLOSURE STATEMENT (Instructions for completing and fifing this form are provided on the next page_) This Qusstlonnatre reflects changes made to the law by KB. 1431, 80th Leg., Regular Session. This is the notice to the appropriate local govemmental entity that the following local government officer has become aware of facts that require the officer to file this statement in accordance with Chapter 176. Local Government Code_ JName of Local Government Officer Page 3 of 3 FORM CIS OFFICE USE ONLY I Mee Recetrrd .2..1 Office Held JName of person described by Sections 176.002(a) and 176.003(a). Local Government Code JDescription of the nature and extent of employment or other business relationship with person named in item 3 List 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 Gift Date Gift Accepted Date Gift Accepted J AFFIDAVIT Description of Gift Description of Gift (attach additional forms as necessary) I swear under penalty of perjury that the above statement Is true Jul correct 1 actnowtedge that the disclosure apples to a family member (as defined by Sectbn 176.001(2), Local Govenvnert Code) of Its local government deceit I also actnos/edge Tat tns statement carers the 12-month period desateed by Section 176.003(a), Local Goverment Code AFFIX NOTARY BTANP J MEAL ABOVE Swom to and subscribed before me. by the Said or Signatsre or Local Government Officer 20 to celery ankh. witness my hand and seal of ofnce. Signature or Ginter admintstrent; oath Printed name of officer adminlstertng oath END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 this the day Title of orncer administering oath Adopted 06/2912007 Neighborhood Streets Contract 3B City Project No. 01225 00 41 00 BID FORM Page 1 of 9 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Contract 8D, 2008 CIP for Paving, Drainage and Water Improvements for Penland Street (Noble Ave. to Wade Ave.), and Wade Ave. (State Hwy. 121 to Penland Street). City Project No.: 1272 Units/Sections: Unit I: Water Improvements Unit II: Paving and Draiange Improvements Unit II, Section A: Alternate Bid: Street Light Improvements 1. Enter Into Agreement 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 furnish 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 terms 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 harming 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 20120327 Bid Proposal Workbook Addendum #3 00 41 00 BID FORM Page 2 of 9 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. URBAN RENEWAL 12-INCH OR UNDER WATER b. URBAN RENEWAL PEDESTRIAN LIGHTING c. d. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 279 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, Section 00 41 00 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 00 42 43 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 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Bid Proposal Workbook Addendum #3 6.3. Evaluation of Alternate Bid Items <use this if applicable, otherwise delete> Total Base Bid <use this if applicable, otherwise delete> Alternate Bid <use this if applicable, otherwise delete> Total Bid 7. Bid Submittal This Bid is submitted on April 4, 2013 Res ctfully)submitte (Signature) Dan McClendon (Printed Name) $350,649.17 $20,411.00 $371,060.17 by the entity named below. Receipt is acknowledged of the following Addenda: Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Title: President Company: McClendon Construction Co., Inc. Corporate Seal: Address: PO Box 999 Burleson, TX 76097 State of Incorporation: TX Email: iblairc mcclendonconstruction.com Phone: 817-295-0066 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00 BID FORM Page 3 of 9 Initial JB JB JB Bid Proposal Workbook Addendum #3 00 42 43 BID PROPOSAL Page 5 ot9 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Bidlist Item No. Description UNIT I - WATER IMPROVEMENTS 1 3311.0442 2 3311.0262 3 3471.0001 4 3305.0109 5 0241.1012 6 0241.1302 7 0241.1202 8 0241.1510 9 3312.2003 10 3312.2003 11 3312.0102 12 3312.3002 13 3312.3003 14 3312.3005 15 3312.0001 16 3305.0101 17 3311.0001 18 3201.0400 19 3125.0101 20 3312.2003 21 0241.1410 22 3304.0101 01 02 03 04 05 06 08 09 10 11 12 15 16 17 18 19 20 21 21 21 22 23 01 02 Project Item Information 12" Water Pipe 8" PVC Water Pipe Traffic Control Trench Safety Remove 6" Water Line Remove 6" Water Valve 6" Water Abandonment Plug Salvage Fire Hydrant 1" Water Meter Service Relocate (Add. #2) 1" New Water Service (Addendum #2) Connection to Existing Water Main 6" Gate Valve 8" Gate Valve 12" Gate Valve Fire Hydrant Fire Hydrant Stem Extension Ductile Iron Water Fittings Temporary Asphalt Paving Repair SWPPP < lAcre Misc. Utility Adjustment (Addendum #2) Remove Ex. Abandoned 6" Gas Line(Add. #2) Temporary Water Services (Addendum #3) UNIT II - PAVING AND DRAINAGE IMPROVEMENTS TXDOT ROW 0241.1100 Remove Asphalt Pvmt 0241.1300 Remove Conc Curb&Gutter 0241.0100 Remove Sidewalk 0241.0401 Remove Concrete Drive 0241.3015 Remove 24" Storm Line 0241.4202 Remove 5' Drop Inlet 3211.0400 Lime 3211.0501 6" Lime Treatment (30# per SY) 3213.0102 8" Cone Pvmt (3,600 psi) 3212.0503 6" Asphalt Base Type B 3213.0401 6" Concrete Driveway 3213.0301 4" Conc Sidewalk (Addendum #3) 3341.0205 24" RCP, Class III 3349.5001 10' Curb Inlet 3292.0500 Sodding (Addendum #2) 3291.0100 Topsoil (Addendum #2 & #3) 3213.0502 5' Barrier Free Ramp, Type B 3212.0401 HMAC Transition 3305.0107 Water Valve Box Adjustment 3305.0107 Water Meter Box Adjustment 3305.0107 Manhole Adjustment, Minor 3123.0101 Unclassified Excay. by Plan (Addendum #3) 3232.01 Conc. Ret. Wall w/Sidewalk Face (Addendum #3) TOTAL UNIT II UNIT II - PAVING AND DRAINAGE IMPROVEMENTS COFW ROW 0241.1100 Remove Asphalt Pvmt 0241.1300 Remove Conc Curb&Gutter CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Specification Section No. 33 11 10, 33 11 12 33 11 12 34 71 13 33 05 10 02 41 14 02 41 14 02 41 14 02 41 14 33 12 10 33 12 10 33 12 25 33 12 20 33 12 20 33 12 20 33 12 40 33 05 14 33 11 11 32 01 18 31 25 01 02 41 14 02 41 14 33 04 30 Unit of Measure Bid Quantity Bidder's Proposal Unit Price LF 375.0 $55.00 LF 551.0 $40.00 MO 2.0 $200.00 LF 926.0 $0.25 LF 662.0 $2.00 EA 1.0 $100.00 EA 2.0 $250.00 EA 1.0 $250.00 EA 9.0 $900.00 EA 15.0 $1,100.00 EA 3.0 $500.00 EA 1.0 $900.00 EA 1.0 $1,300.00 EA 2.0 $2,100.00 EA 1.0 $3,000.00 EA 1.0 $200.00 TON 0.7 $8,000.00 LF 1090.0 $8.75 LS 1.0 $200.00 LS 1.0 $10,000.00 LF 345.0 $3.00 LS 1.0 $8,500.00 TOTAL UNIT I - WATER IMPROVMENTS: 02 41 15 SY 930.6 $3.00 02 41 15 LF 552.5 $2.00 02 41 13 SF 394.0 $1.00 02 41 13 SF 69.0 $2.00 02 41 14 LF 4.0 $25.00 02 41 14 EA 1.0 $750.00 32 11 29 TN 14.0 $140.00 32 11 29 SY 989.0 $2.25 32 13 13 SY 930.6 $54.25 32 12 16 SY 989.0 $30.00 32 13 20 SF 1 70.0 $6.00 32 13 20 SF 1 1330.5 $4.50 33 41 10 LF 4.0 $110.00 33 49 20 EA 1.0 $4,000.00 32 92 13 SY 240.0 $5.00 32 91 19 CY 12.0 $20.60 32 13 20 EA 2.0 $800.00 32 12 16 TN 12.6 $315.00 33 05 14 EA 1.0 $50.00 33 05 14 EA 3.0 $15.00 33 05 14 EA 1.0 $150.00 31 23 16 CY 32.0 $65.00 32 32 13 SF 10.5 $8.00 - PAVING AND DRAINAG IMPROVEMENTS TXDOT ROW: 02 41 15 02 41 15 SY LF 1780.8 $3.00 706.0 $2.00 Bid Value $20,625.00 $22,040.00 $400.00 $231.50 $1,324.00 $100.00 $500.00 $250.00 $8,100.00 $16,500.00 $1,500.00 $900.00 $1,300.00 $4,200.00 $3,000.00 $200.00 $5,600.00 $9,537.50 $200.00 $10,000.00 $1,035.00 $8,500.00 $116,043.001 $2,791.80 $1,105.00 $394.00 $138.00 $100.00 $750.00 $1,960.00 $2,225.25 $50,485.05 $29,670.00 $420.00 $5,987.25 $440.00 $4,000.00 $1,200.00 $247.20 $1,600.00 $3,969.00 $50.00 $45.00 $150.00 $2,080.00 $84.00 $109,891.551 1 $5,342.401 $1,412.001 Bid Proposal Workbook Addendum #3 00 42 43 BID PROPOSAL Page 6 of 9 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. 03 0241.0100 Remove Sidewalk 04 0241.0401 Remove Concrete Drive 08 3211.0400 Lime 09 3211.0501 6" Lime Treatment (30# per SY) 10 3213.0102 7" Conc Pvmt (3,600 psi) 11 3213.0401 6" Concrete Driveway 12 3213.0301 4" Conc Sidewalk (Addendum #3) 17 3292.0500 Sodding (Addendum #2) 18 3291.0100 Topsoil (Addendum #2 & #3)) 19 3213.0502 5' Barrier Free Ramp, Type B 20 3212.0401 HMAC Transition 21 3305.0107 Water Valve Box Adjustment 21 3305.0107 Water Meter Box Adjustment 21 3305.0107 Fire Hydrant Adjustment 22 3471.0001 Traffic Control 23 3125.0101 SWPPP < IAcre 24 3123.0101 Unclassified Excay. by Plan (Addendum #3) 25 05 01 02 03 04 Description Specification Section Unit of No. Measure Bid Quantity Unit Price 02 41 13 SF 462.0 $1.00 02 41 13 SF 1757.0 $2.00 32 11 29 TN 26.8 $140.00 32 11 29 SY 1891.0 $2.25 32 13 13 SY 1780.8 $37.00 32 13 20 SF 1638.9 $6.00 32 13 20 SF 4239.0 $4.53 32 92 13 SY 185.0 $5.00 32 91 19 CY 23.0 $20.60 32 13 20 EA 2.0 $800.00 32 12 16 TN 6.6 $250.00 33 05 14 EA 3.0 $50.00 33 05 14 EA 12.0 $15.00 33 05 14 EA 1.0 $750.00 34 71 13 MO 4.0 $200.00 31 25 01 LS 1.0 $400.00 31 23 16 CY 63.0 $65.00 3232.01 Conc. Ret Wall w/Sidewalk Face (Addendum #3) 32 32 13 SF 3.5 $8.00 TOTAL UNIT II - PAVING AND DRAINAG IMPROVEMENTS COFW ROW: UNIT II A - PAVING AND DRAINAGE IMPROVEMENTS ADDITIVE ALTERNATE BID: 3441.1501 Ground Box, Small, w/ Lid 34 41 10 EA 1.0 $1,075.00 3441.3301 Rdwy Ilium Foundation TY 1,2, and 4 34 41 20 EA 4.0 $1,607.00 3441.3002 Rdwy Ilium Assmbly TY 8,11,D-25, and D-30 34 41 20 EA 4.01 $2,085.001 3441.3101 100W HPS PC Lighting Fixture 34 41 20 EA 4.0 $365.00 2605.3011 2" CONDT PVC SCH 40 (T) 26 05 33 LF 420.0 $7.40I TOTAL ADDITIVE ALTERNATE BID: UNIT IIA - PAVING AND DRAINAG IMPROVEMENTS: j BID SUMMARY (BASE BID: NIT I - WATER IMPROVEMENTS: IIJNIT II - PAVING AND DRAINAGE IMPROVEMENTS: TXDOT UNIT II - PAVING AND DRAINAGE IMPROVEMENTS: COFW TOTAL BASE BID (UNITS I & II): $116,043.00 $109,691.55 $124,714.62 $350,649.17 ADDITIVE ALTERNATE BID: NIT IIA - PAVING AND DRAINAGE IMPROVEMENTS ALTERNATE $20,411.00 TOTAL BASE BID PLUS ALTERNATE: $371,060.17 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fomi Revised 20120120 Total Bid Bid Value $462.001 $3,514.001 $3,752.001 $4,254.75 1 $65, 889.60 $9,833.40 $19,202.67 $925.00 $473.80 $1,600.00 $1,650.00 $150.00 $180.00 $750.00 $800.00 $400.00 $4,095.00 $28.00 $124,714.62 $1,075.00 $6,428.00 $8,340.00 $1,460.00 $3,108.00 $20,411.00 $371,060.17 Bid Proposal Workbook Addendum 03 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 7 of 9 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 State Here or Blank , our principal place of business, are required to be % Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State Here or Blank , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 2 BIDDER: McClendon Construction Co., Inc. B•Dan McClendon PO Box 999 Burleson, TX 76097 "" Signature) Title: President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Bid Proposal Workbook Addendum #3 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification 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 be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification 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 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification 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.state.tx.us/taxnermit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm'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 firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 c. The City will issue a letter as to the status of the prequalification approval. 2 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 3 the prequalified work types until the expiration date stated in the letter. 4 5 6 7 8 9 END OF SECTION 10 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 00 45 12 BID FORM Page 8 of 9 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 URBAN RENEWAL 12-INCH OR UNDER WATER URBAN RENEWAL PEDESTRIAN LIGHTING 0 0 Prequalification Expiration Date ME Burns Construction 4/30/2013 Independent Utility Construciton, Inc. Company Name Here or space Date Here or space Company Name Here or space Date Here or space The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: McClendon Construction Co., Inc. PO Box 999 Burleson, TX 76097 " " _ (Signature : Dan McClendon END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Title: President Date: Bid Proposal Workbook Addendum #3 FORT WORTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box Mark only one: Q Individual Q Limited Partnership Q General Partnership Q Corporation El Limited Liability Company City State Zip Code Street Address (required) City State Zip Code Telephone Fax E-mail Address Area Code Number Area Code Number Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONNAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 00 45 13 - 1 BIDDER PREQUALIFICATION APPLICATION Page 1 of 1 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, 12-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 OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED 0000FF[INSERT REVISION DATES 004513-1 BIDDER PREQUALIFICATION APPLICATION Page 1 of I 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 11. 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? NAME PRESENT POSITION YEARS OF MAGNITUDE AND IN WHAT CAPACITY OR OFFICE CONSTRUCTION TYPE OF WORK EXPERIENCE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July I, 2011 004513-1 BIDDER PREQUALIFICATION APPLICATION Page 1 of 1 14. Equipment ITEM QUANTITY 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 BALANCE SHEET ITEM DESCRIPTION VALUE TOTAL Similar types 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 FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July I, 2011 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of 1 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. 01272. 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 EllgCLENDON CONST. CO. INC. By: 13 Company /1 (Please Print) 14 15 Signatu 16 Address P.O. Box 903 17 BURLESON, TX 76097 18 Title: 19 City/State/Zip 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT 25 26 BEFORE ME, the undersi ed authority, on this day personally appeared 27 �ci i diot^ , known to me to be the person whose name is 28 subscribed to the foregoing ins rumept, and knoiwledge to me that he/she executed the same as 29 the act and deed of ail G CIG ,4 v5 tv ;01" Cow the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 re 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 33 34 35 36 37 38 ,20l," P . JUSTIN K. BLAIR kl NOTARY PUBLIC STATE OF TEXAS COMMISSION EXPIRES: NOft+1j 02-05-2017 § DAN McCLENRRN, PRESIDENT (Please Print) day of aryPublic ulic in and for the State of Texas 39 END OF SECTION 40 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. Revised July 1, 2011 004540-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 1 SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal 5 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE 6 subcontracting 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 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOAL 14 The City's MBE goal on this project is 15% of the total bid (Base bid applies to Parks and 15 Conununity Services). Note: If both MBE and SBE subcontracting goals are established for this 16 project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be 17 deemed responsive. 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Waiver documentation. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) City business days after or exceeded: the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20. 2012 005243-1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on JUN 0 4 2013 is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting ny and through its duly authorized City Manager, 5 ("City"), and McClendon Construction Company, Inc., authorized to do business in Texas, acting 6 by 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 2008 Capital Improvement Proiect Contract 8D — Penland Street & Wade Avenue 16 City ProiectNo.01272 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 279 Calendar days after the date 23 when the Contract Time commences to run as provided in Paragraph 2.03 of the General 24 Conditions. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that City will 27 suffer financial loss if the Work is not completed within the times specified in Paragraph 28 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 29 General Conditions. The Contractor also recognizes the delays, expense and difficulties 30 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 31 is not completed on time. Accordingly, instead of requiring any such proof , Contractor 32 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 33 City Two Hundred Ten and 00/100 Dollars ($210.00,) for each day that expires after the 34 time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter 35 of Acceptance. CITY OF FORT WORTH 2008 Capital Improvement Project Contract 8D — Penland St. & Wade Ave STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01272 Revised November 09, 2011 005243-2 Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 City agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of Three Hundred Seventy -One Thousand, Sixty and 39 17/100 Dollars ($371,060.17). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A. The Contract Documents which comprise the entire agreement between City and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form 47 1) Proposal Form 48 2) Vendor Compliance to State Law Non -Resident Bidder 49 3) Prequalification Statement 50 4) State and Federal documents (project specific) 51 b. Current Prevailing Wage Rate Table 52 c. Insurance ACORD Form(s) 53 d. Payment Bond 54 e. Performance Bond 55 f. Maintenance Bond 56 g. Power of Attorney for the Bonds 57 h. Worker's Compensation Affidavit 58 i. MWBE Commitment Form 59 3. General Conditions. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 CITY OF FORT WORTH 2008 Capital Lnprovetnent Project Contract 8D—Penland St. & Wade Ave STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01272 Revised November 09, 2011 005243-3 Agreement Page 3 of 4 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is specifically intended to operate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused. in whole or in part. by any act. omission or negligence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for 83 costs, expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to operate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused, in whole or in part, 93 by anv act, omission or negligence of the city. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 98 have the meanings indicated in the General Conditions. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the City. 102 7.3 Successors and Assigns. 103 City and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon CITY and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH 2008 Capital Improvement Project Contract 8D — Penland St. & Wade Ave STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01272 Revised November 09, 2011 005243-4 Agreement Page 4 of 4 115 7.6 Other Provisions. 116 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 117 classified, promulgated and set out by the City, a copy of which is attached hereto and 118 made a part hereof the same as if it were copied verbatim herein. 119 7.7 Authority to Sign. 120 121 122 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. 123 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 124 counterparts. 125 126 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 127 Contractor: an_caL rarnn�� Pin t4T CO. INC. City By: 128 129 130 131 132 133 134 135 136 137 Bv: (Signature) DAIJ McCLENDON, PRESIDENT (Printed Name) Title: Address: P !} BOX 993 BURLESON, TX ; CO9S' City/State/Zip: Date Fernando Costa Assistant City Manager Date.3 Attest: Mary J. Kayser, ,yu.1�;�t City Secretary i ���'��� (Seal) ., r7 -- % \ ,J o �-, •0 o�d 0 t A lir- 82'g' Date: (.a I'4 I13 0000000 oa Approved as to Form and Legality: �n� A,�. c5 � 1'AAtL,,rIn-/ KV -ICv�. Duugias W. Black rY1 , t. b cite( m K" r--e ft- Assistant City Attorney APPROVAL RECOMMENDED: G.J. Douglas'iersig, P.E. DIREC R, Transportation & Public Works Department CITY OF FORT WORTH 2008 Capital Gnprovement Project Contract 8D — Penland St. & Wade Ave STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01272 Revised November 09, 2011 Bond No. - TXC 604823 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 SECTION 00 61 13 PERFORMANCE BOND § 0061 13. 1 PERFORMANCE BOND Page 1 of 2 KNOW ALL BY THESE PRESENTS: 8 That we, McClendon Construction Company. 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 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, Three Hundred 13 Seventy -One Thousand. Sixty and 17/100 Dollars ($371.060.17). lawful money of the United 14 States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and 15 truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, 16 jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the day of JUN 0 4 7911 2013, which Contract is hereby referred.to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as 2008 Capital Improvement Project 22 Contract 8D — Penland Street and Wade Avenue, City Project No. 01272 23 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 plans, 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. 30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 32 Worth Division. CITY OF FORT WORTH 2008 Capital Improvement Project Contract SD — Penland St. & Wade Ave. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01272 Revised July 1, 201 1 006113-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue, 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the day of 6 JUN 0 4 2.41a, 20 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Witness as to Principal 23 24 25 26 27 BY: 28 29 30 31 32 33 34 35 36 37 Witness as to Surety Telephone Number: 210-697-2230 38 39 40 4 t *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. PRINCIPAL: McCipll Construction Company, Inc. Signature DAN McCLENDON, PRESIDENT Name and Title Address: P.O. Box 996 Burleson, TX 76097 45 SURETY: Merchants Bonding Company Signatu e Betty J. Reeh, Attorney -In -Fact Name and Title Address: 9500 Arboretum Blvd., Ste. 100 Austin, TX 78759 CITY OF FORT WORTH 2008 Capital improvement J3oJect Contract 3D— Penland S. & Wade rive. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01272 Revised July 1, 2011 Bond No. - TXC 604823 006114-1 PAYMENT BOND Page 1 of 2 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT 7 That we, McClendon Construction Company. Inc., known as "Principal" herein, and 8 Merchants Bonding Company , a corporate surety 9 (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 I1 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of Three Hundred Seventy -One Thousand. Sixty and 17/100 Dollars ($371,060.17), 13 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the 14 payment of which sum well and truly be made, we bind ourselves, our heirs, executors, 15 administrators, successors and assigns, jointly and severalty, firmly by these presents: 16 WHEREA,� err; r pAbas entered into a certain written Contract with City, awarded the 17 day of J uu I�v1 U 'J 2013, which Contract is hereby referred to and made a part 18 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and 19 other accessories as defined by law, in the prosecution of the Work as provided for in said 20 Contract and designated as 2008 Capital Improvements Project Contract 8D — Penland Street 21 and Wade Avenue, City Project No, 01272 22 23 NOW, THEREFORE, THE CONDITION OF THIS 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 be 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 in 30 accordance with the provisions of said statute, CITY OF FORT WORTH 2008 Capital Improvement Project Contract 8D— Penland St. & Wade kw. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 0/272 Revised July 1,2011 1 2 3 4 006114-2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the JUN 0 4 2013 , 20 Witness as to Principal PRINCIPAL: McClendon Construction Company, Inc. BY: day of iBAN Nture 1cCLENDON, PRESIDENT Name and Title Address: P.O. Box 996 Burleson, TX 76097 SURETY: Merchants Bonding Company A 1"1'EST: BY: fOuolynotxman Witness as to Surety Betty J. Reeh, Attorney -In -Fact Name and Title Address: 9500 Arboretum Blvd., Ste. 100 Austin, TX 78759 Telephone Number: 210-697-2230 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address, both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 12 END OF SECTION CITY OF FORT WORTH 2008 Capital Improvement Project Contract 8D— Penland St. & Wade Ave. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01272 Revised July 1.2011 Bond No. - TXC 604823 006119-t MAINTENANCE BOND Page 1 of 3 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we McClendon Construction Comnanv. 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 11 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 Three Hundred 13 Seventy -One Thousand. Sixty and 17/100 Dollars ($371,060.17), lawful money of the United 14 States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly 15 be made unto the City and its successors, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, th'-" e"i entered into a certain written contract with the City awarded the 19 day of 2013, which Contract is hereby referred to and a madd part 20 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 21 other accessories as defined by law, in the prosecution of the Work, including any Work resulting 22 from a duly authorized Change Order (collectively herein, the "Work") as provided for in said 23 contract and designated as 2008 Capital Improvements Project Contract 8D — Penland Street 24 and Wade Avenue, City Project No. 01272 25 ; and WHEREAS, Principal binds itself to use such materials and to so construct the Work in 26 accordance with the plans, specifications and Contract Documents that the Work is and will 27 remain free from defects in materials or worlananship for and during the period of two (2) years 28 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 29 30 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 31 upon receiving notice from the City of the need therefore at any time within the Maintenance 32 Period. 33 34 NOW THEREFORE, the condition of this obligation is such that if Principal shall 35 remedy any defective Work, for which timely notice was provided by City, to a completion 36 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 37 full force and effect. 38 CrTY OF FORT WORTH 2008 Capital tmprovement Protect Contract 8D—Penland St. & Wade Ave. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS • CityProject No. 01272 Revised July 1, 2011 006I 19-2 MAINTENANCE BOND Page 2 of 3 I PROVIDED, HOWEVER, ,if Principal shall fail so to repair or reconstruct any timely 2 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 3 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 4 the Surety under this Maintenance bond; and 5 6 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 7 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 8 Worth Division; and 9 10 PROVIDED FURTHER, that this obligation shall be continuous in nature and 11 successive recoveries may be had hereon for successive breaches. 12 13 CITY OF FORT WORTH 2008 Capital Improvement Protect Contract 80— Penland St. & Wade Ave. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01272 Revised July i, 2011 0061 19.3 MAINTENANCE BOND Page 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 3 JUN 04 ?n13 ,20 4 5 6 8 9 10 11 12 13 14 15 16 1', 18 19 20 2I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Witness as to Principal ATTEST: XXX10116X0011XIX Witness as to Surety day of PRINCIPAL: McClengiConstruction Company, Inc. BY: Signature $ / DAN McCLENDON, PRESIDENT Name and Title Address: P.O. Box 996 Burleson, TX 76097 SURETY: Merchan BY: Bonding Company Signatu Betty J. Reeh, Attorney -In -Fact Name and Title Address: 9500 Arboretum Blvd., Ste. 100 Austin, TX 78759 Telephone Number: 210-697-2230 *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 Surety'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. CITY OF FORT WORTH 2008 Capital Improvement Project Contract 8D — Penland St. & Wade Ave. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CiN Project No. 01272 Revised July 1, 2011 MERCHANTS BONDING COMPANY,,. POWER OF ATTORNEY Know All Persons By These ('resents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the Stale of Iowa (herein collectively called the "Companies"). and that the Companies do hereby make. constitute and appoint, individually, Bryan K. Moore. i'at J. Moore. Gary Wayne Wheatley. Joseph l fat Clayburne. Michael D. Hendrickson. Betty J. Reeli of San Anton ion rving raid State. of 'Texas their true and lawful Altorncy-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. recognfzonces or other written obligations in the nature thereof. subject to the limitation that any such instrument shall not exceed the amount of: THREE MILLION (03,000,000.90) DOLLARS and 10 hind 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-Allorney is made and executed pursuant to and by authority of the following By -Laws adopted by the f3oard of Directors of the Merclranls Bonding Company (Mutual) on April 23, 201 I and adopted by the Board of Directors of Merchants National Bonding, Inc.. on October 2.1, 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, recognlzances, contracts of indemnity and other writings obligatory in the nature tirereof. 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 arid effect as though manually fixed." In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 18Ih day of April . 2013 . „vs \\A:•�nNq� ••AO„C041.o •• MERCHANTS BONDING COMPANY (MUTUAL) •�0j.:��PCRq j,©0 ; 44. b�l'09q� �y MERCHANTS NATIONAL BONDING, INC. : —o- �•C pry-:' a- • • % 2003 :,61 1933 b �: STATE OF IOWA •.. cs,,‘`'‘ ••• ;; .• 77/7a- By COUNTY OF POLI< ss. President On this 18111 day of April , 2013 , 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 lire 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 Dos Moines, Iowa, the day and year first above written. �r MARANDArrr GREENWALumber T CoMy Commission Expiros October 20, 2014 STATE OF IOWA COUNTY OF POLK ss. Notary Public, Polk County, Iowa I. VYlliam 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. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of JUN 0 4 2013 POA 0014 (11/11) . •' 03 Co .• ; 5, : 2 O �OA ,', . �cz s+� L/ H Cl2s ✓r? • 4. 1933 .• Secretary 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) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CONTRACTOR'S BLANKET ADDITIONAL INSURED ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Policy Number CPP2051702 Policy Expiration/Cancellation Date 01/31/2014 Agency Number Policy Effective Date 0755308 Date 01/30/2013 Named Insured Agency MCCLENDON CONSTRUCTION CO., INC. IBTX RISKC SERVICES ANTOONIO - SAN 01/31/2013 Account Number Issuing Company AMERISURE MUTUAL INSURANCE COMPANY 1. SECTION II - WHO IS AN INSURED is amended to add as an insured any person or organization whom you are required to add as an additional Insured on this policy under a written contractor written agreement relating to your business. The written contract or written agreement must require additional insured status for a time period during the term of this policy and be executed prior to the "bodily injury", "property damage", or "personal and advertising injury" giving rise to a claim under this policy. If, however, "your work" was commenced under a letter of intent or work order, subject to a subsequent reduction to writing within 30 days from such commencement and with customers whose customary contracts require they be named as additional insureds, we will provide additional insured status as specified in this endorsement. However, if you have entered into a construction contract subject to Subchapter C of Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code with the additional insured, the insurance afforded to such person(s) or organization(s) only applies to the extent permitted by Subchapter C of Chapter 151 of Subtitle C of Title 2 of the Texas Insurance Code. 2. SECTION II -WHO IS AN INSURED is amended to add the following: If the additional insured is: a. An individual, their spouse is also an additional insured. b. A partnership or joint venture, members, partners, and their spouses are also additional insureds. c. A limited liability company, members and managers are also additional insureds. d. An organization other than a partnership, joint venture or limited liability company, executive officers and directors of the organization are also additional insureds. Stockholders are also additional insureds, but only with respect to their liability as stockholders. e. A trust, trustees are also insureds, but only with respect to Their duties as trustees. 3. The Insurance provided to the additional insured under this endorsement is limited as follows: a. That person or organization is only an additional insured with respect to liability arising out of: (1) Premises you own, rent, lease, or occupy; or (2) Your ongoing operations, unless the written contract or written agreement also requires completed operations coverage (or wording to the same effect), in which case the coverage provided shall extend to your completed operations for that additional insured. Premises, as respects this provision, shall include common or public areas about such premises if so required in the written contract or written agreement. Includes copyrighted material of Insurance Services Office, Inc. CG 70 851211 Page 1 of Ongoing operations, as respects this provision, does not applyto "bodily Injury" or "properly damage" occurring after: (a) All work including materials, parts or equipment furnished in connection with such work on the project (otherthan service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed; or (b) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged In performing operations for a principal as a part of the same project. b. The lirnits of insurance applicable to the additional insured are the least of those specified in the written contract or written agreement or in the Declarations of this policy. The limits of insurance applicable to the additional insured are inclusive of and not in addition to the limits of insurance shown in the Declarations. c. The additional insured status provided by this endorsement does not extend beyond the expiration or termination of a premises lease or rental agreement nor beyond the term of this policy. d. If a written contractor written agreement as outlined above requires that additional insured status be provided by the use of CG 20 1011 85, then the terms of that endorsement, which are shown below, are incorporated Into this endorsement as respects such additional Insured, to the extentthat such terms do not restrict coverage otherwise provided by this endorsement; ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: Blanket Where Required by Written Contract or Agreement that the terms of CG 20 10 11 85 apply. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. Copyright, Insurance Services Office, Inc., 1984 CG20101185 e. The insurance provided to the additional Insured does not apply to "bodily injury", "property damage", or "personal and advertising injury" arising out of an architect's, engineer's, or surveyor's rendering of or failure to render any professional services including but not iimlted to: (1) The preparing, approving, or falling to prepare or approve maps, drawings, opinions, reports, surveys, change orders, design specifications; and (2) Supervisory, inspection, or engineering services. f. SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, paragraph 4. Other Insurance is deleted and replaced with the following: 4. Other Insurance. Any coverage provided in this endorsement is excess over any other valid and collectible insurance available to the additional insured whether primary, excess, contingent, or on any other basis unless the written contract or written agreement requires that this insurance be primary, in which case this insurance will be primary without contribution from such other insurance available to the additional insured. includes copyrighted material of Insurance Services Office, Inc. CG 70 851211 Page 2 of 2 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 4. Redistribution or replacement of "your product", which has been recalled, by like products or substitutes; 5. Caprice or whim of the insured; 6. A condition likely to cause loss, about which any insured knew or had reason to know at the inception of this insurance; 7. Asbestos, including loss, damage or clean up resulting from asbestos or asbestos containing materials; 8. Recall of "your product(s)" that have no known or suspected defect solely because a known or suspected defect in another of "your product(s)" has been found. B. Under SECTION ill - LIMITS OF INSURANCE, paragraph 3. is replaced in its entirety as follows and paragraph 8. is added: 3. The Products -Completed Operations Aggregate Limit is the most we will pay for the sum of: a. Damages under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY because of "bodily injury" and "property damage" Included in the "products -completed operations hazard" and b. "Product recall expenses". 8. Subject to paragraph 5. above, $25,000 is the most we will pay for all "product recall expenses" arising out of the same defect or deficiency. The Insurance afforded by reason of provisions 1. through 6. of this endorsement is excess over any valid and collectible insurance (including any deductible) available to the insured whether primary, excess or contingent, and SECTION IV., paragraph 4. Other Insurance is changed accordingly. 7. BLANKET CONTRACTUAL LIABILITY RAILROADS When a written contract or written agreement requires Contractual Liability - Railroads, the definition of "insured contract" in Section V - Definitions is replaced by the following with respect to operations performed for, or affecting, a railroad: 9, "Insured Contract" means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them; Includes copyrighted material of Insurance Services Office, inc. Page2of9 CG70631109 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed In Paragraph (1) above and supervisory, Inspection, architectural or engineering activities. 8. CONTRACTUAL LIABILITY - PERSONAL AND ADVERTISING INJURY Under SECTION 1 - COVERAGE B., paragraph 2. Exclusions, paragraph e. Contractual Liability is deleted. 9. SUPPLEMENTARY PAYMENTS Under SECTION I - SUPPLEMENTARY PAYMENTS - COVERAGES A AND B, paragraph 1.b. is deleted and replaced with the following: 1. b. Up to $2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds, 10. BROADENED WHO IS AN INSURED SECTION II - WHO 1S AN INSURED is deleted and replaced with the following: 1. If you are designated in the Declarations as: a. An individual, you and your spouse are insureds, but only with respect to the conduct of a business of which you are the sole owner. b. A partnership or joint venture, you are an insured. Your members, your partners, and their spouses are also insureds, but only with respect to the conduct of your business. c. A limited liability company, you are an insured. Your members are also insureds, but only with respect to the conduct of your business. Your managers are insureds, but only with respect to their duties as your managers. d. An organization other than a partnership, joint venture or limited liability company, you are an insured. Your "executive officers" and directors are insureds, but only with respect to their duties as your officers or directors. Your stockholders are also insureds, but only with respect to their liability as stockholders. Paragraphs (1)(a), (1)(b) and (1)(c) above do not apply to your "employees" who are: (i) Managers; (ii) Supervisors; (Ili) Directors; or (iv) Officers; with respect to "bodily injury" to a co -"employee". 2. Each of the following is also an insured: a. Your "volunteer workers" only while performing duties related to the conduct of your business, or your "employees," other than either your "executive officers," (If you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business, However, none of these "employees" or "volunteer workers" are insured for: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co -"employee" while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; includes copyrighted material of Insurance Services Office, Inc. CG 70 6311 09 Page 3 of 9 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 (b) To the spouse, child, parent, brother or sister of that co -"employee" or volunteer worker as a consequence of paragraph (1)(a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraphs (1)(a) or (b)above; or (d) Arising out of his or her providing or falling to provide professional health care services except as provided in Provision 11. of this endorsement. (2) "Property damage" to property: (a) Owned, occupied or used by; (b) Rented to, in the care, custody or control of, or over which physical control Is being exercised for any purpose by you, any of your "employees," "volunteer workers", any partner or member (If you are a partnership or joint venture), or any member (if you are a limited liability company). b. Any person (other than your "employee" or "volunteer worker"), or any organization while acting as your real estate manager. c. Any person or organization having proper temporary custody of your property if you dfe, but only; (1) With respect to liability arising out of the maintenance or use of that property; and (2) Until your legal representative has been appointed. d. Your legal representative if you die, but only with respect to duties as such. That representative will have all your rights and duties under this Coverage Form. e. Your subsidiaries if: (1) They are legally incorporated entities; and (2) You own more than 50% of the voting stock in such subsidiaries as of the effective date of this policy. If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of the inception of your original policy. f. (1) Any person or organization, other than an architect, engineer or surveyor, required to be named as an additional Insured in a "work contract", letter of intent or work order. However, such person or organization shall be an additional Insured only with respect to covered "bodily injury," "Property damage," and "personal and advertising injury" arising out of "your work" under that "work contract", letter of intent or work order. (2) We will provide additional insured coverage to such person or organization only: (a) for a period of 30 days after the effective date of the applicable "work contract", letter of intent or work order; or (b) until the end of the policy term in effect at the inception of the applicable "work contract", letter of intent or work order; whichever Is earlier. Coverage provided under this paragraph f. is excess over any other valid and collectible insurance available to the additional insured whether primary, excess, contingent, or on any other basis unless the "work contract", letter of intent or work order requires this insurance be primary, in which case this insurance will be primary without contribution from such other Insurance available to the additional insured. (4) This paragraph f. does not apply If form CO 70 85, Texas Contractors Blanket Additional Insured Endorsement, is attached to the policy. (3) Includes copyrighted material of Insurance Services Office, Inc. Page 4 of 9 CG 70 63 11 09 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 g. Any person or organization to whom you are obligated by virtue of a written contract to provide Insurance such as is afforded by this policy, but only with respect to liability arising out of the maintenance or use of that part of any premises teased to you, including common or public areas about such premises if so required in the contract, However, no such person or organization is an insured with respect to: (1) Any "occurrence" that takes place after you cease to occupy those premises; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. h. Any state or political subdivision but only as respects legal liability incurred by the state or political subdivision solely because it has issued a permit with respect to operations performed by you or on your behalf. However, no state or political subdivision is an insured with respect to: (1) "Bodily injury", "property damage", "personal and advertising injury" arising out of operations performed for the state or municipality; or (2) "Bodily injury" or "property damage" included within the "products -completed operations hazard." Any person or organization who is the lessor of equipment leased to you, to whom you are obligated by virtue of a written contact to provide insurance such as is afforded by this policy, but only with respect to their liability arising out of the maintenance, operation or use of such equipment by you or a subcontractor on your behalf with your permission and under your supervision. However, no such person or organization is an insured with respect to any "occurrence" that takes place after the equipment lease expires. Any architect, engineer, or surveyor engaged by you but only with respect to liability arising out of your premises or "your work." However, no architect, engineer. or surveyor is an insured with respect to "bodily Injury," "property damage," or "personal and advertising injury" arising out of the rendering of or the failure to render any professional services by or for you, including: (1) The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, designs or specifications; or (2) Supervisory, inspection, or engineering services. This paragraph j. does not apply If form CG 70 85, Texas Contractors Blanket Additional Insured Endorsement, is attached to the policy. . k. Any, manager, owner, lessor, mortgagee, assignee or receiver of premises, including land leased to you, but only with respect to liability arising out of the ownership, maintenance or use of that part of the premises or land leased to you. However, no such person or organization is an insured with respect to: (1) Any "occurrence" that takes place after you cease to occupy that premises, or cease to lease the land; or (2) Structural alteration, new construction or demolition operations performed by or on behalf of that person or organization. 3. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision Is afforded only until the end of the policy period; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; Includes copyrighted material of Insurance Services Office, Inc. CG 70 63 11 09 Page 5 of 9 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP2051702 (2) Cease any further release, shipment, consignment or any other method of distribution of like or similar products until it has been determined that all such products are free from defects that could be a cause of loss under the insurance. 16. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph 6. Representations is deleted and replaced with the following: 6. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate. and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. We will not deny coverage under this coverage part if you unintentionally fail to disclose all hazards existing as of the inception date of this policy. You must report to us any knowledge of an error or omission in the description of any premises or operations intended to be covered by the Coverage Form as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or nonrenewal. 17. TRANSFER OF RIGHTS, (BLANKET WAIVER OF SUBROGATION) Paragraph 8. Transfer of Rights Of Recovery Against Others To Us is deleted and replaced with the following: 8. If the insured has rights to recover all or part of any payment we have made under this Coverage Form, those rights are transferred to us. The insured must do nothing after loss to Impair them. At our request, the insured will bring "suit' or transfer those rights to us and help us enforce them. However, if the insured has waived rights to recover through a written contract, or if "your work" was commenced under a letter of intent or work order, subject to a subsequent reduction to writing with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this Coverage Form. 18. EXTENDED NOTICE OF CANCELLATION AND NONRENEWAL Paragraph 2.b. of A. Cancellation of the COMMON POLICY CONDITIONS is deleted and replaced with the following: b. 60 days before the effective date of the cancellation if we cancel for any other reason. Under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 9. When We Do Not Renew is deleted and replaced with the following: 9. When We Do Not Renew a. We may elect not to renew this policy except, that under the provisions of the Texas Insurance Code, we may not refuse to renew this policy solely because the policyholder is an elected official. b. If we elect not to renew this policy, we may do so by mailing or delivering to the first Named Insured, at the last mailing address known to us, written notice of nonrenewal, stating the reason for nonrenewal, at least 60 days before the expiration date. If notice is mailed or delivered less than 60 days before the expiration date, this policy will remain in effect until the 61 st day after the date on which the notice is mailed or delivered. Earned premium for any period of coverage that extends beyond the expiration date will be computed pro rata based on the previous year's premium. c. If notice is mailed, proof of mailing will be sufficient proof of notice. d. The transfer of a policyholder between admitted companies within the same insurance group is not considered a refusal to renew. 19. MOBILE EQUIPMENT REDEFINED Under SECTION V - DEFINITIONS, paragraph 12. "Mobile equipment", paragraph f, (1) does not apply to self- propelled vehicles of less than 1,000 pounds gross vehicle weight that are not designed for highway use. Includes copyrighted material of insurance Services Office, Inc. Page 8 of 9 CO 70 63 11 09 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CA2051701 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS ADVANTAGE COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT This endorsement modifies insurance provided under the BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. The premium for this endorsement is $ 1. BROAD FORM INSURED SECTION II - LIABILITY COVERAGE, A,1. Who Is An Insured is amended by the addition of the following: d. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and over which you maintain ownership or a majority interest, will qualify as a Named Insured. However, (1) Coverage under this provision is afforded only until the end of the policy period; (2) Coverage does not apply to "accidents" or "loss" that occurred before you acquired or formed the organization; and (3) Coverage does not apply to an organization that is an "insured" under any other policy or would be an "insured" but for its termination or the exhausting of its limit of insurance. e, Any "employee" of yours using: (1) A covered "auto" you do not own, hire or borrow, or a covered "auto" not owned by the "employee" or a member of his or her household, while performing duties related to the conduct of your business or your personal affairs; or (2) An "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business. However, your "employee" does not qualify as an insured under this paragraph (2) while using a covered "auto" rented from you or from any member of the "employee's" household. f. Your members, if you are a limited liability company, while using a covered "auto" you do not own, hire or borrow and while performing duties related to the conduct of your business or your personal affairs. Any person or organization with whom you agree in a written contract, written agreement or permit, to provide insurance such as is afforded under this policy, but only with respect to your covered "autos". This provision does not apply: (1) Unless the written contract or agreement is executed or the permit is issued prior to the "bodily injury" or "property damage"; (2) To any person or organization included as an insured by an endorsement or in the Declarations; or (3) To any lessor of "autos" unless: (a) The lease agreement requires you to provide direct primary insurance for the lessor; (b) The "auto" is leased without a driver; and g. Includes copyrighted material of Insurance Services Office, Inc. CA 71 18 11 09 Page 1 of 5 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CA2051701 (c) The lease had not expired. Leased "autos" covered under this provision will be considered covered "autos" you own and not covered "autos" you hire. h. Any legally incorporated organization or subsidiary in which you own more than 50% of the voting stock on the effective date of this endorsement. This provision does not apply to "bodily injury" or "property damage" for which an "insured" is also an insured under any other automobile policy or would be an insured under such a policy, but for its termination or the exhaustion of its limits of insurance, unless such policy was written to apply specifically in excess of this policy. 2, COVERAGE EXTENSIONS - SUPPLEMENTARY PAYMENTS Under Section 11- LIABILITY COVERAGE, A.2.a. Supplementary Payments, paragraphs (2) and (4) are deleted and replaced as follows: (2) Up to $2,500 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover, We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. 3. AMENDED FELLOW EMPLOYEE EXCLUSION Under SECTION i1- LIABILITY COVERAGE, B. EXCLUSIONS, paragraph 5. Fellow Employee is deleted and replaced by the following: 5. Fellow Employee "Bodily injury" to: a, Any fellow "employee" of the "insured" arising out of and in the course of the fellow "employee's" employment or while performing duties related to the conduct of your business. However, this exclusion does not apply to your "employees" that are officers, managers, supervisors or above. Coverage is excess over any other collectible insurance. b. The spouse, child, parent, brother or sister of that fellow "employee" as a consequence of paragraph a. above. 4. HIRED AUTO PHYSICAL DAMAGE COVERAGE AND LOSS OF USE EXPENSE A. Under SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added: If any of your owned covered "autos" are covered for Physical Damage, we will provide Physical 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 will provide coverage equal to the broadest physical damage coverage applicable to any covered "auto" shown in the Declarations, Item Three, Schedule of Covered Autos You Own, or on any endorsements amending this schedule. B. Under SECTION III - PHYSICAL DAMAGE COVERAGE, A.4. Coverage Extensions. paragraph b. Loss Of Use Expenses is deleted and replaced with the following: b. Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver, under a written rental contract or agreement. We will pay for loss of use expenses if caused by: (1) Other than collision, only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; includes copyrighted material of insurance Services Office, Inc, Page 2 of 5 CA 71 1811 09 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CA2051701 (2) This coverage does not apply while there is a spare or reserve "auto" available to you for your operation. 7. AiRBAG COVERAGE Under SECTION iII - PHYSICAL DAMAGE, g. EXCLUSIONS, paragraph 3. is deleted and replaced by the following: 3. We will not pay for "loss" caused by or resulting from any of the following unless caused by other "loss" that is covered by this insurance: (1) Wear and tear, freezing, mechanical or electrical breakdown. However, this exclusion does not include the discharge of an airbag. (2) Blowouts, punctures or other road damage to tires. 8. GLASS REPAIR — WAIVER OF DEDUCTIBLE Section III — PHYSICAL DAMAGE COVERAGE, D. Deductible is amended to add the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 9. COLLISION COVERAGE — WAIVER OF DEDUCTIBLE Under Section 111 - PHYSICAL DAMAGE COVERAGE, D. Deductible is amended to add the following: When there is a loss to your covered "auto" insured for Collision Coverage, no deductible will apply if the loss was caused by a collision with another "auto" insured by us. 10. KNOWLEDGE OF ACCIDENT Under SECTION iV - BUSINESS AUTO CONDITIONS, A. Loss Conditions, 2. Dunes in The Event Of Accident, Claim, Sult Or Loss, paragraph a. is deleted and replaced by the following: a. You must see to it that we are notified as soon as practicable of an "accident", claim, "suit" or "loss". Knowledge of an "accident", clairn, "suit" or "loss" by your "employees" shall not, in itself, constitute knowledge to you unless one of your partners, executive officers, directors, managers, or members (if you are a limited liability company) has knowledge of the "accident", claim, "suit" or "loss". Notice should include: (1) How, when and where the "accident" or "loss" occurred; (2) The "insured's" name 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 Conditions paragraph 5. Transfer Of Rights Of Recovery Against Others To Us is deleted and replaced by the following: 5. Transfer Of Rights Of Recovery Against Others To Us If any person or organization to or for whom we make payment under this Coverage Form has rights to recover damages from another, those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair them. However, if the "insured" has waived rights to recover through a written contract, or if your work was commenced under a letter of intent or work order, subject to a subsequent reduction In writing with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this Coverage Form. Includes copyrighted material of Insurance Services Office, Inc. Page 4 of 5 CA 71 1811 09 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CA2051701 12. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Under SECTION IV - BUSINESS AUTO CONDITIONS , B. General Conditions , paragraph 2. Concealment, Misrepresentation Or Fraud is amended by the addition of the following: We will not deny coverage under this Coverage Form if you unintentionally fail to disclose all hazards existing as of the inception date of this policy. You must report to us any knowledge of an error or omission in your representations as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. 13. BLANKET COVERAGE FOR CERTAIN OPERATIONS IN CONNECTION WITH RAILROADS When required by written contract or written agreement, the definition of "insured contract" is amended as follows: — The exception contained in paragraph H.3. relating to construction or demolition operations on or within 50 feet of a railroad; and — Paragraph H.a. are deleted with respect to the use of a covered "auto" In operations for, or affecting, a railroad. Includes copyrighted material of Insurance Services Office, Inc. CA71181109 Page 5 of 5 NAMED INSURED: MCCLENDON CONSTRUCTION CO., INC. POLICY NUMBER: CPP 2057102; CA2051701; WC2051704; CU2051703 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EARLIER NOTICE OF CANCELLATION PROVIDED BY US Number of Days Notice 30 For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of cancellation is increased to the number of days shown in the Schedule above. If this policy is cancelled by us we will send the Named Insured and any party fisted in the following schedule notice of cancellation based on the number of days notice shown above. SCHEDULE Name of Person or Organization The Name of Person or Organization is any person or organization holding a certificate of insurance issued for you, provided the certificate: 1. Refers to this policy; 2. States that notice of: a. Cancellation; b. Nonrenewal; or c. Material change reducing or restricting coverage; will be provided to that person or organization; 3. Is in effect at the time of the: a. Cancellation; b. Nonrenewal; or c. Material change reducing or restricting coverage; and 4. Is on file at your agent or broker's office for this policy. Mailing Address The Mailing Address is the address shown for that person or organization in that certificate of insurance. IL 70 45 05 07 006125-1 CERTIFICATE OF INSURANCE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Page 1 of I [Insert Project Name[ (Insert Project Number] STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology 1 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 Preconstruction 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 18 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 SPECIFCATION DOCUMENTS Revision: December21, 2012 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 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 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 Article 14 - 14.01 14.02 14.03 14.04 14.05 14.06 14.07 14.08 14.09 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 Payments to Contractor and Completion 52 Schedule of Values 52 Progress Payments 52 Contractor's Warranty of Title 54 Partial Utilization 55 Final Inspection 55 Final Acceptance 55 Final Payment 56 Final Completion Delayed and Partial Retainage Release 56 Waiver of Claims 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 SPECIFCATION DOCUMENTS Revision: December21, 2012 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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV I VV' General Conditions Page 1 of 63 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 foul's. 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 day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV Ib UV - 1 General Conditions Page 2 of 63 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 perfoitii 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 Claim —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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 UU /L UU - General Conditions Page 3 of 63 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. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 UU /L UU - 1 General Conditions Page 4 of 63 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 timely 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. PCBs Polychlorinated biphenyls. 49. Petroleuni—Petroleum, including crude oil or any fraction 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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 vv /L VV - 1 General Conditions Page 5 of 63 51. 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 infoiuied 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 V V / L V V- L General Conditions Page 6 of 63 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. Successful Bidder 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 1.02.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 SPECIFCATION DOCUMENTS Revision: December21, 2012 V V IL V V- 1 General Conditions Page 7 of 63 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 otherwise). 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 industry 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 (1) 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCAT[ON DOCUMENTS Revision: December21, 2012 vv - General Conditions Page 8 of 63 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 UU /LUU-1 General Conditions Page 9 of 63 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 Performance 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 CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 20I2 VV IL VV -1 General Conditions Page 10 of 63 6.17.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: 1. 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: 1. 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: 1. 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 OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV /L lit/ - t General Conditions Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or teinrination 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 infoinration 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 SPECIFCATION DOCUMENTS Revision: December21, 20I2 vv /G vv - 1 General Conditions Page 12 of 63 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 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. 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: 1. 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 Deering Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. 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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 UU IL UV - I General Conditions Page 13 of 63 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 Adjustments 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV I. VV -1 General Conditions Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.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: 1. 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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 V V / Z. VI/ - 1 General Conditions Page 15 of 63 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 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 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 indemn any individual or entity from and against the consequences of that individual's 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV /L VV -1 General Conditions Page 16 of 63 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 lints 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 days 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 Insurance 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. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV IL UJ - General Conditions Page 17 of 63 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 10%. 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 vv /L vv - 1 General Conditions Page 18 of 63 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 and 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 SPECIFCATION DOCUMENTS Revision: December21, 2012 vv /G VV - General Conditions Page 19 of 63 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 SPECIFCATION DOCUMENTS Revision: December2l, 2012 vu /L VU - 1 General Conditions Page 20 of 63 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 perfoini 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 perfoiivance 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: 1. 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 equipment 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 and 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 and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 uu /L uu - General Conditions Page 21 of 63 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. Adjustments 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: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 vu IL 0“ - 1 General Conditions Page 22 of 63 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 confouu 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 OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 vv IL vv - General Conditions Page 23 of 63 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 indemnibi and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 vv /L vv -1 General Conditions Page 24 of 63 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. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance (as amended) by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE 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 files in the possession of the Contractor that will substantiate the actual work performed by an MBE and/or SBE. Material misrepresentation of any nature may 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 fiilly responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or famishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 vv /L vv - 1 General Conditions Page 25 of 63 1. 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. shall 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 31 st 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 SPECIFCATION DOCUMENTS Revision: December21, 2012 UV IL V V- General Conditions Page 26 of 63 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 do not agree on an arbitrator before the 1 lth day after the date 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 and 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 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 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 performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 vv IL vv - General Conditions Page 27 of 63 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 peiiiiits 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 Bids, 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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV ,L UU-1 General Conditions Page 28 of 63 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 of Site 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 cormnenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 vo /G vv - General Conditions Page 29 of 63 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 indemn 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 During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, 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 (1) 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 and 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 UV / L V V- 1 General Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. 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 6.14.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 Safety 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 OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV IL VV' General Conditions Page 31 of 63 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 confoiui 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 Submittals 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. 1. 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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 UV IL UU - t General Conditions Page 32 of 63 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: 1. 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 infoiuiation 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 Warranty 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: 1. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 20 L2 UV IL VV-1 General Conditions Page 33 of 63 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: 1. 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 under 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, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV /L VV - 1 General Conditions Page 34 of 63 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 Proftssional 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 and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.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 Hours 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 Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 vv IL vv-1 General Conditions Page 35 of 63 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 1964 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 7.01 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 do 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VU /L UU - L General Conditions Page 36 of 63 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: 1. 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 SPECIFCATION DOCUMENTS Revision: December21, 2012 vv /b vv - 1 General Conditions Page 37 of 63 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 uu ,L. U) - General Conditions Page 38 of 63 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 for 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 1/1/ IL V V- 1 General Conditions Page 39 of 63 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 of Change 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 Extra 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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 UV /L UV - 1 General Conditions Page 40 of 63 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 days 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 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. 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 SPECIFCATION DOCUMENTS Revision: Dccember21, 2012 vv /G vv - General Conditions Page 41 of 63 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 11.01.B, necessarily incurred and paid by Contractor in the proper perfoiivance 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 11.01.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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Ulf !L VV - 1 General Conditions Page 42 of 63 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV IL VI/ - 1 General Conditions Page 43 of 63 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 tern 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. 11.02 Allowances A. Specked 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: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 V V /L V V- 1 General Conditions Page 44 of 63 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 Unit 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: 1. 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 under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 V V /L UU - 1 General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended 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 Quantity 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 less 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV /L VV -1 General Conditions Page 46 of 63 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 12.01 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: 1. 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 12.01.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. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. 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, 11.01.A.2. and 11.01.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 11.01.A.4 and 11.01.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 SPECIFCATION DOCUMENTS Revision: December21, 2012 1111 !L V V- t General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.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 11.01.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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 UV /L VV-1 General Conditions Page 48 of 63 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 Inspections 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. 1. 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 SPECIFCATION DOCUMENTS Revision: December21, 2012 VV /L VV-1 General Conditions Page 49 of 63 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. 1. 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 shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails 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 SPECIFCATION DOCUMENTS Revision: December21, 2012 VV /G VV - I General Conditions Page 50 of 63 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 peiiiiitted by Laws and Regulations as contemplated in Paragraph 6.10.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 SPECIFCATION DOCUMENTS Revision: December21, 2012 UV IL VV-1 General Conditions Page 51 of 63 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 May 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 13.06.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) days 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 UV LZ, VV -t General Conditions Page 52 of 63 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 Schedule 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 days 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 V V IL V V- General Conditions Page 53 of 63 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 perfointed 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 might 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV IL UV - I General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. 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 day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day 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: 1. 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 Contractor's Warranty of Title 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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV /L VV - 1 General Conditions Page 55 of 63 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 Final Inspection 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV /L VV-1 General Conditions Page 56 of 63 14.07 Final Payment A. Application for Payment.: 1. 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 Retainage 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 SPECIFCATION DOCUMENTS Revision: December21, 2012 VV IL VV - General Conditions Page 57 of 63 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 teilns 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 final 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 vv IL vo - 1 General Conditions Page 58 of 63 15.02 City May Terminate for 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 perfourr 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 Business Diversity Enterprise Ordinance #20020-12-2011established 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 15.02A. 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. If Surety does 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 vo IL vv - General Conditions Page 59 of 63 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 SPECIFCATION DOCUMENTS Revision: December21, 2012 UU /G Ulf - l General Conditions Page 60 of 63 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. ternnate 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 had 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 SPECIFCATION DOCUMENTS Revision: December21, 2012 VV IL VV1 General Conditions Page 61 of 63 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 foul' 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): 1. 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, due 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 10.06.E. B. 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 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 VV IL vv -1 General Conditions Page 62 of 63 1. 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 fiuu 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 of Times 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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 kill IL V V- 1 General Conditions Page 63 of 63 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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 00 73 00 - 1 SUPPLEMENTARY CONDITIONS Page 1 of 5 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions, unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2, "Resolving Discrepancies" 24 25 Plans govern over Specifications and Specifications shall govern over standard details. 26 27 SC-4.01A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.1., "Availability of Lands" 34 35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as 36 of February 12, 2013: 37 38 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION Lot 12, Blk. 2 McCall -Hightower Addn. Lot 11, Blk. 3 McCall -Hightower Addn. Cornerstone Assistance Network June 1, 2013 Carmen P. Ortega and Pineds H. Ortega June 1, 2013 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised 02/12/13 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 2 SC-4.01A.2, "Availability of Lands" 3 4 Utilities or obstructions to be removed, adjusted, and/or relocated 5 6 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 7 as of February 12, 2013: 8 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT NONE 9 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 10 and do not bind the City. 11 12 SC-4.02A., "Subsurface and Physical Conditions" 13 14 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 15 16 A Geotechnical Engineering Study Pavement Design Wade Avenue and Penland Street, Fort Worth, Texas 17 Report No.1417-09-01, dated October 30, 2009, prepared by CMJ Engineering, Inc., a sub -consultant of 18 S&B Infrastructure, Ltd., a consultant of the City, providing additional information on subsurface 19 conditions and pavement/subgrade design. 20 21 The following are drawings of physical conditions in or relating to existing surface and subsurface 22 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 23 NONE 24 25 SC-4.06A., "Hazardous Environmental Conditions at Site" 26 27 The following are reports and drawings of existing hazardous environmental conditions known to the City: 28 NONE 29 30 SC-5.03A., "Certificates of Insurance" 31 32 The entities listed below are "additional insureds as their interest may appear' including their respective 33 officers, directors, agents and employees. 34 35 (1) City 36 (2) Consultant: S&B Infrastructure, Ltd. 37 (3) Other: NONE 38 39 [Obtain approval for the limits shown for SC 5.04A thru 5.04D. from City before finalizing Contract 40 Documents] 41 SC-5.04A., "Contractor's Insurance" 42 43 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 44 coverages for not Less than the following amounts or greater where required by laws and regulations: 45 46 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 47 48 Statutory limits CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 02/12/13 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 Employer's liability 2 $I00,000 each accident/occurrence 3 $100,000 Disease - each employee 4 $500,000 Disease - policy limit 5 6 SC-5.04B., "Contractor's Insurance" 7 8 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 9 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 10 minimum limits of: 11 12 $1,000,000 each occurrence 13 $2,000,000 aggregate limit 14 15 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 16 General Aggregate Limits apply separately to each job site. 17 18 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 19 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 20 21 SC 5.04C., "Contractor's Insurance" 22 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 23 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 24 25 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 26 defined as autos owned, hired and non -owned. 27 28 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 29 least: 30 31 $250,000 Bodily Injury per person / 32 $500,000 Bodily Injury per accident / 33 $100,000 Property Damage 34 35 SC 5.04D., "Contractor'o Inouve.nce" 36 37 The Contractor's construction activities will r `a it;orsp (gees, agents, subcmtrna mtzpment, and 38 material deliveries to cross railroad properties and tracks [owned and operated by Railroad company name. 39 If none then write "None"]. 40 41 The Contractor shall conduct its operations on railroad properties in aaa't c ma ner ^ ^"^ nterfere ^ th, 42 hinder ^ obstructhe railroad ^ mpany is axy n\an- r whatsoever in the use or operation of its/their trains 43 or other property. Such operations on railroad propxtiaa may require that Contractor to oxa✓,ta a "Right of 44 Entry Agreement" with the partxiukkr company or companies involved, and to this end the 45 Contr cto sho ,l.t atisfy itself a, to tho city of e aeh-m. tlro.-A aompert3• arm pvepared to execute 46 the right of entry (if any) required ✓1 a v koc3 oDnparr;. The requirements specified herein likewise relate 47 to the Contractor's use of private and/or construction access roads crossing said railroad conpany's 48 properties. 49 50 The Contraa ual Liability coverage required by Paragraph 5.04D of the General Condition° amll p 'ide 51 coverage for na laro t12aa ,\`o following an aaaxts, issued by companies satisfactory to the City and to the 52 orx alxl work cross, 53 occupy, or touch railroad property: 54 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised 02/12/13 007300-4 SUPPLEMENTARY CONDITIONS 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 Page 4 of 5 (1) General Aggregate: $Conflrm Limits with Railroad (2) Each Occurrena3: PConfirm Limits with Railroad Required for this Contract Not required for this Contract <Providc an "X" next to the appropriate selection above based on the Contract requirements> With respect to the abov:-xItlincd insurance requirem.na, t.' following shall govern: 1. Where ^ gle railroad ^ inyc2r;e4th Contra la• °limn Trzwide one i<N\,--xixasce policy in the name of the railroad company. However, if more than one grade separation 3r at Bade ero h g is affected by the Project at entirely separate locations on the line or lines of the same railraov� 3O Prpt5', separate coverage may be rezui d, each in the amount stated above. 2. Where more than one railroad company is operatiN or. 5h3 oar» ri�V of way or where several railroad companies are involved and operated on their own saps a rights of way, the Contractor may be required to provid�;,opaste insurance policiain the name of each railroad company. 3. Zr, in addition to a grad3 aoparation x ern at grade crossing, other work or activity is proposed on a grade croae insurance coverage forth; rk st he eluded th^ ol; e g the ade separation. way, all such other work may be coverod ir-a Ingle policy for that railroad, even though the work may be at two or more separate locations. for each railroad company named, as required above. All such insurance must be approved by the City and -Tko isura ao specified als ve Ffiust be carried until all Work to be performed on the railroad right of way hac b' completed and the grade crossing, if any, is no longer used by the Contractor. In addition, g all rnainaance and/or repair work performed in the railroad right of way. railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier <1, 2, 3, 4, or 5> for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: Mayor and Council Communication Reference No. G16190, Adopt 2008 Prevailing Wage Rates for City -Awarded Public Works Projects. SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by NONE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 02/12/13 the Contract to be acquired by the Contractor: 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 1 2 SC-6.09B. "City obtained permits and licenses" 3 The following are known permits and/or licenses required by the Contract to be acquired by the City: 4 1. TXDOT Access Permit 5 2. TXDOT Utility Construction Access Permit 6 7 SC-6.09C. "Outstanding permits and licenses" 8 9 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of: 10 11 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE 12 13 14 SC-7.02., "Coordination" 15 16 The individuals or entities listed below have contracts with the City for the performance of other work at 17 the Site: Vendor Scope of Work Coordination Authority NONE 18 19 20 SC-8.01, "Communications to Contractor" 21 22 <Identify any specific communication coordination requirement and/or list any Section that requires such 23 specific coordination requirement> 24 25 SC-9.01., "City's Project Representative" 26 27 The following firm is a consultant to the City responsible for construction management of this Project: 28 NONE 29 30 SC-13.03C., "Tests and Inspections" 31 32 <List any tests and/or inspections that are required by another body of jurisdiction being covered by the 33 City, if none then write "None"> 34 35 SC-16.01C.1, "Methods and Procedures" 36 37 <List any dispute resolution process that may govern for this Contract other than that provided for Article 38 16 of the General Conditions, if none then write "None"> 39 40 41 42 END OF SECTION CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised 02/12/13 eqoirevoeots 011100-1 SUMMARY OF WORK 1 2 3 PART 1 - GENERAL SECTION 01 1100 SUMMARY OF WORK Page 1 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 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 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. 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 1. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name( (Insert Project Number] 011100-2 SUMMARY OF WORK Page 2 of 3 1 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 1) 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 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 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 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 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 I, 2011 [Insert Project Name] [Insert Project Number] 011100-3 SUMMARY 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 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 [Insert Project Name] [Insert Project Number] 1 2 3 PART 1 - GENERAL SECTION 0125 00 SUBSTITUTION PROCEDURES 012500-I SUBSTITUTION PROCEDURES Page 1 of 4 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 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 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 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. 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, 2011 [Insert Project Name] [Insert Project Number] 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 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 1. 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 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 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 1. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number) 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 c. 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 DATE END OF SECTION Revision Log NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 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: 8 SECTION PARAGRAPH SPECIFIED ITEM 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. Will 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 39 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 OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 013119-1 PRECONSTRUCTION MEETING 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 0131 19 PRECONSTRUCTION MEETING Page 1 of 3 5 A. Section Includes: 6 1. 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 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. 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. 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 1. 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. 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 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 [Insert Project Name] [Insert Project Number] 01 31 19 -2 PRECONSTRUCTION MEETING Page 2 of 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 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. 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 or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 [Insert Project Name] [Insert Project Number] 01 31 19 -3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSIINFORMATIONAL 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 August 17, 2012 [Insert Project Name] [Insert Project Number 013120-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 0131 20 2 PROJECT MEETINGS 3 [Specifier: This Specification is intended for use on projects designated as Tier 3 or Tier 4.] 4 PART 1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Provisions for project meetings throughout the construction period to enable orderly 8 review of the progress of the Work and to provide for systematic discussion of 9 potential problems 10 B. Deviations this City of Fort Worth Standard Specification 11 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 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 [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination 22 1. Schedule, attend and administer as specified, periodic progress meetings, and 23 specially called meetings throughout progress of the Work. 24 2. Representatives of Contractor, subcontractors and suppliers attending meetings 25 shall be qualified and authorized to act on behalf of the entity each represents. 26 3. Meetings administered by City may be tape recorded. 27 a. If recorded, tapes will be used to prepare minutes and retained by City for 28 future reference. 29 4. Meetings, in addition to those specified in this Section, may be held when requested 30 by the City, Engineer or Contractor. 31 B. Pre -Construction Neighborhood Meeting 32 1. After the execution of the Agreement, but before construction is allowed to begin, 33 attend 1 Public Meeting with affected residents to: 34 a. Present projected schedule, including construction start date 35 b. Answer any construction related questions 36 2. Meeting Location 37 a. Location of meeting to be determined by the City. 38 3. Attendees CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 [Insert Project Name] [Insert Project Number] 013120-2 PROJECT MEETINGS Page 2 of 3 1 a. Contractor 2 b. Project Representative 3 c. Other City representatives 4 4. Meeting Schedule 5 a. In general, the neighborhood meeting will occur within the 2 weeks following 6 the pre -construction conference. 7 b. In no case will construction be allowed to begin until this meeting is held. 8 C. Progress Meetings 9 1. Formal project coordination meetings will be held periodically. Meetings will be 10 scheduled and administered by Project Representative. 11 2. Additional progress meetings to discuss specific topics will be conducted on an as- 12 needed basis. Such additional meetings shall include, but not be limited to: 13 a. Coordinating shutdowns 14 b. Installation of piping and equipment 15 c. Coordination between other construction projects 16 d. Resolution of construction issues 17 e. Equipment approval 18 3. The Project Representative will preside at progress meetings, prepare the notes of 19 the meeting and distribute copies of the same to all participants who so request by 20 fully completing the attendance form to be circulated at the beginning of each 21 meeting. 22 4. Attendance shall include: 23 a. Contractor's project manager 24 b. Contractor's superintendent 25 c. Any subcontractor or supplier representatives whom the Contractor may desire 26 to invite or the City may request 27 d. Engineer's representatives 28 e. City's representatives 29 f. Others, as requested by the Project Representative 30 5. Preliminary Agenda may include: 31 a. Review of Work progress since previous meeting 32 b. Field observations, problems, conflicts 33 c. Items which impede construction schedule 34 d. Review of off -site fabrication, delivery schedules 35 e. Review of construction interfacing and sequencing requirements with other 36 construction contracts 37 f. Corrective measures and procedures to regain projected schedule 38 g. Revisions to construction schedule 39 h. Progress, schedule, during succeeding Work period 40 i. Coordination of schedules 41 j. Review submittal schedules 42 k. Maintenance of quality standards 43 1. Pending changes and substitutions 44 m. Review proposed changes for: 45 1) Effect on construction schedule and on completion date 46 2) Effect on other contracts of the Project 47 n. Review Record Documents 48 o. Review monthly pay request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 013120-3 PROJECT MEETINGS Page 3 of 3 1 p. Review status of Requests for Information 2 6. Meeting Schedule 3 a. Progress meetings will be held periodically as determined by the Project 4 Representative. 5 1) Additional meetings may be held at the request of the: 6 a) City 7 b) Engineer 8 c) Contractor 9 7. Meeting Location 10 a. The City will establish a meeting location. 11 1) To the extent practicable, meetings will be held at the Site. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page I of 5 1 SECTION 01 32 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — 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 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 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 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) 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 1) 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 OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 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 1. 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. 11 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 1. Update the progress Schedule monthly 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 1. 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: 31 1) A written statement of the steps intended to take to remove 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 day, 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. If 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 [Insert Project Name] [Insert Project Number] 013216-3 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 be 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 date 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 completion 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 1) 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 01 32 16 - 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 1. 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 17 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 [Insert Project Name] [Insert Project Number] 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 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 17 18 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I , 20I I [Insert Project Name] [Insert Project Number] 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 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 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. 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 be 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 [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 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 I, 2011 [Insert Project Name] [Insert Project Number) 01 32 33 - 2 PRECONSTRUCTION VIDEO 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 2 of 2 [Insert Project Name] [Insert Project Number] 013300-1 SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART 1 - 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 List submittals) 10 c. Samples 11 d. Mock Ups 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 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 resubinittal (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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 013300-2 SUBMITTALS Page 2 of 8 1 d. 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 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I 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 th inches x 11 inches to 8' inches x llinches. 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 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number 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 1. 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 f. 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 1. 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 1) 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 013300-4 SUBMITTALS Page 4 of 8 1 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 11) 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 1. 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 I. 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 1. 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 1. 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 1) 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 41 1) 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 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I [Insert Project Name) [Insert Project Number] 013300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) 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 1) Distributed to the City 10 2) Copies 11 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. 16 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 1. 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. If 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 1 of the following codes: 43 a. Code 1 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 Insert Project Name] [Insert Project Number] 013300-6 SUBMITTALS Page 6 of 8 1 1) "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 1) "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; 11 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 1) 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 1 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 [Insert Project Name] [Insert Project Number! 013300-7 SUBMITTALS Page 7 of 8 1 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 days 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 [Insert Project Name] [Insert Project Number] 013300-8 SUBMITTALS Page 8 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 20l 1 [Insert Project Name] [Insert Project Number] 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 35 13 SPECIAL PROJECT PROCEDURES 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 5 A. Section Includes: 6 1. 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 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 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 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 - Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 - General Requirements 23 3. Section 33 12 25 - Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised [Insert Revision Date] 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) 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 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 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 1. 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 safety 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 41 a. Notification shall be given to: 42 1) 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 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised [Insert Revision Date] 013513-3 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 1) 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 less 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 1. 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 F. 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 line system with the City' s representative. 46 a. Coordination shall be in accordance with Section 33 12 25. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised [Insert Revision Date] 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 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 1) 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) In 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 1. 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 H. 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 1) 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 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised [Insert Revision Date] 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 5) Name of the contractor' s foreman and phone number 2 6) Name of the City' s inspector and phone number 3 c. A sample of the temporary water service interruption notification is attached as 4 Exhibit B. 5 d. Deliver a copy of the temporary interruption notification to the City inspector 6 for review prior to being distributed. 7 e. No interruption of water service can occur until the flyer has been delivered to 8 all affected residents and businesses. 9 f. Electronic versions of the sample flyers can be obtained from the Project 10 Construction Inspector. 11 I. Coordination with United States Army Corps of Engineers (USACE) 12 1. At locations in the Project where construction activities occur in areas where 13 USACE permits are required, meet all requirements set forth in each designated 14 permit. 15 J. Coordination within Railroad Permit Areas 16 1. At locations in the project where construction activities occur in areas where 17 railroad permits are required, meet all requirements set forth in each designated 18 railroad permit. This includes, but is not limited to, provisions for: 19 a. Flagmen 20 b. Inspectors 21 c. Safety training 22 d. Additional insurance 23 e. Insurance certificates 24 f. Other employees required to protect the right-of-way and property of the 25 Railroad Company from damage arising out of and/or from the construction of 26 the project. Proper utility clearance procedures shall be used in accordance 27 with the permit guidelines. 28 2. Obtain any supplemental information needed to comply with the railroad' s 29 requirements. 30 3. Railroad Flagmen 31 a. Submit receipts to City for verification of working days that railroad flagmen 32 were personnel were present on Site. 33 K. Dust Control 34 1. Use acceptable measures to control dust at the Site. 35 a. If water is used to control dust, capture and properly dispose of waste water. 36 b. If wet saw cutting is performed, capture and properly dispose of slurry. 37 L. Employee Parking 38 1. Provide parking for employees at locations approved by the City. 39 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised [Insert Revision Date] 013513-6 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 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised [Insert Revision Date] 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 Date: 5 6 CPN No.: 01272 7 Project Name: Contract 8D, 2008 CIP Neighborhood Streets, 8 PAVING, DRAINAGE AND WATER IMPROVEMENTS TO 9 PENLAND STREET (NOBLE AVENUE TO WADE AVENUE) AND 10 WADE AVENUE (ST. HWY. 121 TO PENLAND STREET) 11 Mapsco Location: 12 Limits of Construction: 13 14 15 16 17 18 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 19 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 20 PROPERTY. 21 22 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 23 OF THIS NOTICE. 24 25 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 26 ISSUE, PLEASE CALL: 27 28 29 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 30 31 OR 32 33 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 34 35 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised [Insert Revision Date] 1 2 3 4 Date: 5 6 7 8 9 10 11 12 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 DOE NO. 6180 Project Name: Contract 8D, 2008 CIP Neighborhood Streets, PAVING, DRAINAGE AND WATER IMPROVEMENTS TO PENLAND STREET (NOBLE AVENUE TO WADE AVENUE) AND WADE AVENUE (ST. HWY. 121 TO PENLAND STREET) 13 NOTICE OF TEMPORARY WATER SERVICE 14 INTERUPTION 15 16 DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORGOOD, YOUR WATER 17 SERVICE WILL BE INTERRUPTED ON 18 BETWEEN THE HOURS OF AND 19 20 21 IF YOU HAVE ANY QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: 22 23 MR. AT 24 (CONTRACTOR'S SUPERINTENDENT) (TELEPHONE NUMBER) 25 OR 26 27 MR. AT 28 (CITY INSPECTOR) (TELEPHONE NUMBER) 29 30 31 THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. 32 33 THANK YOU, 34 35 36 37 38 ,CONTRACTOR 39 40 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised [Insert Revision Date] 014523-1 TESTING AND INSPECTION SERVICES 1 2 3 PART 1- GENERAL SECTION 0145 23 TESTING AND INSPECTION SERVICES Page 1 of 2 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 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 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 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 1) 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 1. 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 1~ l P site approved by 38 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name[ [Insert Project Number] 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 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) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 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 11 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 1. 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 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 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name[ [Insert Project Number[ 01 50 00 - I TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 2 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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 Item. 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 c. 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 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 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 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 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 1, 2011 [Insert Project Name] [Insert Project Number] 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. 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 1. 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] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 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 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD [oR] 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 FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. 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 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 2 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1- 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 11 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 34 71 13 — Traffic Control 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 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 1. 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 1. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Namel [Insert Project Number] 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 i 1) 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 1) 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 11 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 1. 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, AND 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name[ [Insert Project Number] 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 [Insert Project Name! [Insert Project Number! 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 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 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 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 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 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 [Insert Project Name] [Insert Project Number] 015713-2 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 OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 015713-3 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 NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [insert Project Namej [Insert Project Number) 01 58 13 - 1 TEMPORARY PROJECT SIGNAGE 1 2 3 PART 1- GENERAL SECTION 0158 13 TEMPORARY PROJECT SIGNAGE Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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 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 [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 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [oR] 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 1, 2011 [Insert Project Name[ [insert Project Number] 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 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 1. 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 [oR] 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 USED] 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE 1 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of 3 [Insert Project Name] [Insert Project Number] 1 2 SECTION 0160 00 PRODUCT REQUIREMENTS 01 60 00 - 1 PRODUCT REQUIREMENTS Page 1 of 2 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 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 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 [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 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 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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 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 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 DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number) 016600-2 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 DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 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 [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. 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 USED] 18 3.9 ADJUSTING [NOT USED] 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 1 2 3 PART 1 - GENERAL SECTION 01 71 23 CONSTRUCTION STAKING 017123-1 CONSTRUCTION STAKING Page 1 of 3 4 1.1 SUMMARY 5 A. Section includes: 6 1. 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 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. 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 1.5 SUBMITTALS 35 A. Submittals, if required, shall be in accordance with Section 01 33 00. 36 1. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201( [Insert Project Name! [Insert Project Number] 017123-2 CONSTRUCTION STAKING Page 2 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Certificates 3 1. 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 must 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] 11 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 [NOT USED] 17 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 [oR] 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 SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 01 71 23 - 3 CONSTRUCTION STAKING Page 3 of 3 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 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 017000-I MOBILIZATION AND REMOBILIZATION 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 0170 00 MOBILIZATION AND REMOBILIZATION Page 1 of 3 5 A. Section Includes: 6 2. Mobilization and Demobilization 7 a. Mobilization: 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from one location to another location on the Site. 17 b. Demobilization: 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 3. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization: 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization: 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 [Insert Project Name] ]Insert Project Number] 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 3 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the \xTork Order. 19 B. Deviations from City of Fort Worth Standards 20 2. None 21 C. Related Specification Sections include but are not necessarily limited to 22 2. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 23 Contract. 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 2. Mobilization and Demobilization 27 a. Measurement and Payment 28 1) Work associated with this Item is considered subsidiary to the various items 29 bid. No separate payment will be allowed for this item. 30 3. Remobilization for suspension of Work as specifically required in the Contract 31 Documents 32 a. Measurement 33 1) Measurement for this Item shall be per each remobilization preformed. 34 b. Payment 35 1) The work performed in accordance with this Item will be paid for at the 36 unit price per each "Specified Remobilization" in accordance with Contract 37 Documents. 38 c. The price shall include: 39 1) Demobilization as described in Section 1.1.A.2.a.1) 40 2) Remobilization as described in Section 1.1.A.2.a.2) 41 d. No payments will be made for standby, idle time, or lost profits associated this 42 Item. 43 4. Remobilization for suspension of Work as required by City 44 a. Measurement and Payment 45 1) This shall be submitted as a Contract Claim in accordance with Article 10 46 of 00 72 00 General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 [Insert Project Namel [Insert Project Number] 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 3 1 2) No payments will be made for standby, idle time, or lost profits associated 2 with this Item. 3 5. Mobilizations and Demobilizations for Miscellaneous Projects 4 a. Measurement 5 1) Measurement for this Item shall be for each Mobilization and 6 Demobilization required by the Contract Documents 7 b. Payment 8 1) The Work performed in accordance with this Item will be paid for at the 9 unit price per each "Work Order Mobilization" in accordance with 10 Contract Documents. Demobilization shall be considered subsidiary to 11 mobilization and shall not be paid for separately. 12 c. The price shall include 13 1) Mobilization as described in Section 1.1.A.3.a.1) 14 2) Demobilization as described in Section 1.1.A.3.a.2) 15 3) No payments will be made for standby, idle time, or lost profits associated 16 this Item. 17 6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 18 a. Measurement 19 1) Measurement for this Item shall be for each Mobilization and 20 Demobilization required by the Contract Documents 21 b. Payment 22 1) The Work performed in accordance with this Item will be paid for at the 23 unit price per each "Work Order Emergency Mobilization" in accordance 24 with Contract Documents. Demobilization shall be considered subsidiary 25 to mobilization and shall not be paid for separately. 26 c. The price shall include 27 1) Mobilization as described in Section 1.1.A.4.a) 28 2) Demobilization as described in Section 1.1.A.3.a.2) 29 3) No payments will be made for standby, idle time, or lost profits associated 30 this Item. 31 1.3 TO 1.12 [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 END OF SECTION 35 36 Revision Log DATE NAME SUMMARY OF CHANGE [2010 JAN 06] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2012 [insert Project Name' [Insert Project Number' 1 2 SECTION 01 74 23 CLEANING 017423-1 CLEANING Page 1 of 4 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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: 11 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 1. 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 [Insert Project Namel [Insert Project Number] 017423-2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 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 [oR] 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. 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 at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number) 01 74 23 - 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 11 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 38 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name) [Insert Project Number] 01 74 23 - 4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 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 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 1 2 3 PART1- GENERAL SECTION 01 77 19 CLOSEOUT REQUIREMENTS 017719-1 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 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 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 1. 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 DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 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 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. 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. 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 4. 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 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I [Insert Project Name] [Insert Project Number] 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. 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 [oR] 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE [Insert Project Name[ [Insert Project Number[ 017823-1 OPERATION AND MAINTENANCE DATA 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0178 23 OPERATION AND MAINTENANCE DATA Page 1 of 5 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under 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 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 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 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 l 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 [Insert Project Name] [Insert Project Number] 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 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 1) 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: 13 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 1. 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. Supplement 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 FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) 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 1) 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 1) 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 1) 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 1) 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 1) 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 1) 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 [Insert Project Name] [Insert Project Number] 01 78 23 - 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 1) 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 017823-5 OPERATION AND MAINTENANCE DATA 1 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 [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 5 of 5 [Insert Project Name[ [Insert Project Number] 017839-1 PROJECT RECORD DOCUMENTS 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0178 39 PROJECT RECORD DOCUMENTS Page 1 of 4 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 1. 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 FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project NameI [Insert Project Number[ 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To 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 1. 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 [oR] 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 1 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 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 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 [Insert Project Name] [Insert Project Number] 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 1 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 1. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Ca11 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 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 USED] 16 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT 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 DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 02 41 14 - I UTILITY REMOVAL/ABANDONMENT Page 1 of 15 OSECTION 02 41 14 UTILITY REMOVAL/ABANDONMENT 5 A. Section Includes: 6 1. 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 11 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 1. 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 1. 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 Backfill 32 5. Section 33 05 24 — Installation of CalTier Pipe 33 6. Section 33 11 11 — Ductile Iron Fittings 34 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped Pipe, Steel Cylinder Type 35 8. Section 33 11 14 — 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. l\MDcmurm-nont CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 201 I 02 41 14 - 2 UTILITY REMOVAUABANDONMENT Page 2 of 15 1 1) Measurement for this ItDm ohall be per cubic yard of existing utility line to 2 be grouted. Measure by tickets showing ou✓c yards of grout applied. 3 b. Payment 4 1) The work performed materials furnished in accordance with this Item 5 r..urc,d ao 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 1) Excavation 13 5) Hauling 14 6) Dire e ,a1 of exorcoa materials 15 7) F ni1'iin o axxit and compaction of backfill 16 8) Clean up 17 2. Utility Line Removal, Separate Twnnch 18 a. M usurcment 19 1) Measurement for this Itcm-Aall he per linear foot of existing utility line to 20 be removed. 21 b. Payment 22 1) TTIvs ork performed and materials furnished in accordance with this Item 23 and m usured as provided under "M surement" ohall be paid for at the 24 unit prim 'bid per linear foot of "Remove Lind" for: 25 a) Various types of existing utility line 26 b) Various sizes 27 o. The price bid shall include: 28 1) Rl�xoval and disposal of existing utility pipe 29 2) Pavement removal 30 3) Excavation 31 1) Iauling 32 5) Dioposal of excess materials 33 6) Fum'cihing, placement and compaction of backfill 34 7) Clean up 35 3. Utility Line Removal, Same Trench 36 a. Measurement 37 1) This Item is considered subsidiary the proposed utility line being installed. 38 b. Payment 39 1) 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 1) Measurement for this Item will be per each cathodic test station to be 46 abandoned. 47 b. Payment CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 201 1 0241 14- 3 UTILITY REMOVAUABANDONMENT Page 3 of 15 1 1) 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 1) 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 backfill 12 8) Clean-up 13 B. Water Lines and Appurtenances 14 1. Installation of a Water Line Pressure Plug 15 a. Measurement 16 1) 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 1) 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 and compaction of embedment 31 9) Furnishing, placement and compaction of backfill 32 10) Disinfection 33 11) Testing 34 12) Clean-up 35 2. Abandonment of Water Line by Cut and installation of Abandonment Plug 36 a. Measurement 37 1) Measurement for this Item shall be per each cut and abandonment plug 38 installed. 39 b. Payment 40 1) 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 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 201 I 0241 14 -4 UTILITY REMOVAIJABANDONMENT Page 4 of 15 1 5) CLSM 2 6) Disposal of excess material 3 7) Furnishing, placement and compaction of backfill 4 8) Clean-up 5 3. Water Valve Removal 6 a. M asuremcnt 7 1) Measurement for this Item will be per each water valve to bo Ivncz.cd. 8 b. Payment 9 1) The work performed and materials funi(ahcd in accordance with this Item 10 and measured as provided under "Measurement" shall be paid for at the 11 unit price bid per a': "Rh-nove Water Valve" for: 12 a) Various sizes 13 c. The price bid 3hall include: 14 1) Removal and disposal of valve 15 2) CLSM 16 3) Pavement removal 17 4) Excavation 18 5) Kk lirg 19 6) Di✓p33a1 of excess materials 20 7) Fiwn Thing, placement and compaction of backfill 21 8) Clean up 22 4. Water Valve Removal and Salvage 23 a. Measurement 24 1) Measurement for this Item will be per each water valve to be removed and 25 salvaged. 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 "Salvage Water Valve" for: 30 a) Various sizes 31 c. The price bid shall include: 32 1) Removal and Salvage of valve 33 2) CLSM 34 3) Delivery to City 35 4) Pavement removal 36 5) Excavation 37 6) Hauling 38 7) Disposal of excess materials 39 8) Furnishing, placement and compaction of backfill 40 9) Clean-up 41 5. Water Valve Abandonment 42 a. Measurement 43 1) Measurement for thi Item . .:l, be . eh , ter valve t„ bo abandoned. 44 b. Payment 45 1) The work performed and materials furnished in accordance with this Item 46 and measured as provided under "Measurem=" nball be paid for at the 47 unit price bid per each "Abandon Water Valve" for: 48 a) Varian & CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 0241 14-5 UTILITY REMOVAL/ABANDONMENT Page 5 of 15 1 c. The price bid shall include: 2 1) Abandonment of valve 3 2) CLSM 4 3) Pavement removal 5 41) Excavation 6 5) Isaait.g 7 6) Disposal of excess materials 8 7) Furnishing, placxir and compaction of backfill 9 8) Clean up 10 6. Fire Hydrant Removal and Salvage 11 a. Measurement 12 1) Measurement for this Item will be per each fire hydrant 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 each "Salvage Fire Hydrant". 17 c. The price bid shall include: 18 1) Removal and salvage of fire hydrant 19 2) Delivery to City 20 3) Pavement removal 21 4) Excavation 22 5) Hauling 23 6) Disposal of excess materials 24 7) Furnishing, placement and compaction of backfill 25 8) Clean-up 26 7. Water Meter Removal and Salvage 27 a. Measurement 28 1) Measurement for this Item will be per each water meter to be removed and 29 salvaged. 30 b. Payment 31 1) 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 each "Salvage Water Meter" for: 34 a) Various sizes 35 c. The price bid shall include: 36 1) Removal and salvage of water meter 37 2) Delivery to City 38 3) Pavement removal 39 4) Excavation 40 5) Hauling 41 6) Disposal of excess materials 42 7) Furnishing, placement and compaction of backfill 43 8) Clean-up 44 8. Water Sampling Station Removal and Salvage 45 a. Measurement 46 1) Measurement for this Item will be per each water sampling station to be 47 removed. 48 b. Payment CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 02 41 14 - 6 UTILITY REMOVAUABANDONMENT Page 6 of 15 1 1) 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 "Salvage Water Sampling Station". 4 c. The price bid shall include: 5 1) Removal and salvage of water sampling station 6 2) Delivery to City 7 3) Pavement removal 8 4) Excavation 9 5) Hauling 10 6) Disposal of excess materials 11 7) Furnishing, placement and compaction of backfill 12 8) Clean-up 13 9. Concrete Water Vault Removal 14 a. Measurement 15 1) Measurement for this Item will be per each concrete water vault to be 16 removed. 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 per each "Remove Concrete Water Vault". 21 c. The price bid shall include: 22 1) Removal and disposal of concrete water vault 23 2) Removal, salvage and delivery of cast iron lid to City, if applicable 24 3) Removal, salvage and delivery of any valves to City, if applicable 25 4) Removal, salvage and delivery of any water meters to City, if applicable 26 5) Pavement removal 27 6) Excavation 28 7) Hauling 29 8) Disposal of excess materials 30 9) Furnishing, placement and compaction of backfill 31 10) Clean-up 32 C. Sanitary Sewer Lines and Appurtenances 33 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug 34 a. Measurement 35 1) Measurement for this Item shall be per each cut and abandonment plug 36 installed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" shall be paid for at the 40 unit price bid for each "Sewer Abandonment Plug" for: 41 a) Various sizes 42 c. The price bid shall include: 43 1) Furnishing and installing abandonment plug 44 2) Pavement removal 45 3) Excavation 46 4) Hauling 47 5) CLSM 48 6) Disposal of excess material CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 201 I 02 41 14 - 7 UTILITY REMOVAUABANDONMENT Page 7 of 15 1 7) Furnishing, placement and compaction of backfill 2 8) Clean-up 3 2. Sanitary Sewer Manhole Removal 4 a. Measurement 5 1) Measurement for this Item will be per each sanitary sewer manhole to be 6 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 Sewer Manhole" for: 11 a) Various diameters 12 c. The price bid shall include: 13 1) Removal and disposal of manhole 14 2) Removal, salvage and delivery of cast iron lid to City, if applicable 15 3) Cutting and plugging of existing sewer lines 16 4) Pavement removal 17 5) Excavation 18 6) Hauling 19 7) Disposal of excess materials 20 8) Furnishing, placement and compaction of backfill 21 9) Clean-up 22 3. Sanitary Sewer Junction Structure Removal 23 a. Measurement 24 1) Measurement for this Item will be per each sanitary sewer junction 25 structure being 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 lump sum bid per each "Remove Sewer Junction Box" location. 30 c. The price bid shall include: 31 1) Removal and disposal of junction box 32 2) Pavement removal 33 3) Excavation 34 4) Hauling 35 5) Disposal of excess materials 36 6) Furnishing, placement and compaction of backfill 37 7) Clean-up 38 D. Storm Sewer Lines and Appurtenances 39 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug 40 a. Measurement 41 1) Measurement for this Item shall be per each cut and abandonment plug to 42 be installed. 43 b. Payment 44 1) 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 for each "Storm Abandonment Plug" installed for: 47 a) Various sizes 48 c. The price bid shall include: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 02 41 14 - 8 UTILITY REMOVAUABANDONMENT Page 8 of 15 1 1) Furnishing and installing abandonment plug 2 2) Pavement removal 3 3) Excavation 4 4) Hauling 5 5) CLSM 6 6) Disposal of excess material 7 7) Furnishing, placement and compaction of backfill 8 8) Clean-up 9 2. Storm Sewer Manhole Removal 10 a. Measurement 11 1) Measurement for this Item will be per each storm sewer manhole to be 12 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 each "Remove Manhole Riser" for: 17 a) Various sizes 18 c. The price bid shall include: 19 1) Removal and disposal of manhole 20 2) Removal, salvage and delivery of cast iron lid to City, if applicable 21 3) Pavement removal 22 4) Excavation 23 5) Hauling 24 6) Disposal of excess materials 25 7) Furnishing, placement and compaction of backfill 26 8) Clean-up 27 3. Storm Sewer Junction Box Removal 28 a. Measurement 29 1) Measurement for this Item will be per each storm sewer junction structure 30 to be removed. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" shall be paid for at the 34 unit price bid per each "Remove Storm Junction Box" for: 35 a) Various sizes 36 c. The price bid shall include: 37 1) Removal and disposal of junction box 38 2) Removal, salvage and delivery of cast iron lid to City, if applicable 39 3) Pavement removal 40 4) Excavation 41 5) Hauling 42 6) Disposal of excess materials 43 7) Furnishing, placement and compaction of backfill 44 8) Clean-up 45 4. Storm Sewer Junction Structure Removal 46 a. Measurement 47 1) Measurement for this Item will be per each storm sewer junction structure 48 being removed. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 024114-9 UTILITY REMOVAUABANDONMENT Page 9 of 15 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" shall be paid for at the 4 lump sum bid per each "Remove Storm Junction Structure" location. 5 c. The price bid shall include: 6 1) Removal and disposal of junction structure 7 2) Removal, salvage and delivery of cast iron lid to City, if applicable 8 3) Pavement removal 9 4) Excavation 10 5) Hauling 11 6) Disposal of excess materials 12 7) Furnishing, placement and compaction of backfill 13 8) Clean-up 14 5. Storm Sewer Inlet Removal 15 a. Measurement 16 1) Measurement for this Item will be per each storm sewer inlet to be 17 removed. 18 b. Payment 19 1) The work performed and materials furnished in accordance with this Item 20 and measured as provided under "Measurement" shall be paid for at the 21 unit price bid per each "Remove Storm Inlet" for: 22 a) Various types 23 b) Various sizes 24 c. The price bid shall include: 25 1) Removal and disposal of inlet 26 2) Pavement removal 27 3) Excavation 28 4) Hauling 29 5) Disposal of excess materials 30 6) Furnishing, placement and compaction of backfill 31 7) Clean-up 32 6. Storm Sewer Junction Box Removal 33 a. Measurement 34 1) Measurement for this Item shall be per linear foot of existing storm sewer 35 box to be removed. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under "Measurement" shall be paid for at the 39 unit price bid per linear foot of "Remove Storm Junction Box" for all sizes. 40 c. The price bid shall include: 41 1) Removal and disposal of Storm Sewer Box 42 2) Pavement removal 43 3) Excavation 44 4) Hauling 45 5) Disposal of excess materials 46 6) Furnishing, placement and compaction of backfill 47 7) Clean-up 48 7. Headwall/SET Removal CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 201 l 0241 14 - 10 UTILITY REMOVAUABANDONMENT Page 10 of 15 1 a. Measurement 2 1) Measurement for this Item will be per each headwall or safety end 3 treatment (SET) to be removed. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 and measured as provided under "Measurement" shall be paid for at the 7 unit price bid per each "Remove Headwall/SET". 8 c. The price bid shall include: 9 1) Removal and disposal of Headwall/SET 10 2) Pavement removal 11 3) Excavation 12 4) Hauling 13 5) Disposal of excess materials 14 6) Furnishing, placement and compaction of backfill 15 7) Clean-up 16 8. Trench Drain Removal 17 a. Measurement 18 1) Measurement for this Item shall be per linear foot of storm sewer trench 19 drain to be removed. 20 b. Payment 21 1) The work performed and materials furnished in accordance with this Item 22 and measured as provided under "Measurement" shall be paid for at the 23 unit price bid per linear foot of "Remove Trench Drain" for: 24 a) Various sizes 25 c. The price bid shall include: 26 1) Removal and disposal of storm sewer line 27 2) Pavement removal 28 3) Excavation 29 4) Hauling 30 5) Disposal of excess materials 31 6) Furnishing, placement and compaction of backfill 32 7) Clean-up 33 1.3 REFERENCES [NOT USED] 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination 36 1. Contact Inspector and the Water Department Field Operation Storage Yard for 37 coordination of salvage material return. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 0241 14- 11 UTILITY REMOVAUABANDONMENT Page 11 of 15 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 7 A. Storage and Handling Requirements 8 1. Protect and salvage all materials such that no damage occurs during delivery to the 9 City. 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 14 2.2 MATERIALS 15 2.3 ACCESSORIES [NOT USED] 16 2.4 SOURCE QUALITY CONTROL [NOT USED] 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 REMOVAL, SALVAGE, AND ABANDONMENT 22 A. Water Lines and Appurtenances 23 1. Water Line Pressure Plugs 24 a. Ductile Iron Water Lines 25 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 26 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 27 with Section 33 11 11. 28 3) Perform Cut and Plug in accordance with Section 33 12 25. 29 b. PVC C900 and C905 Water Lines 30 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 31 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 32 with Section 33 11 11. 33 3) Perform Cut and Plug in accordance with Section 33 12 25. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 02 41 14 - 12 UTILITY REMOVAIJABANDONMENT Page 12 of 15 1 c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 2 1) Excavate, embed, and backfill in accordance with Section 33 05 10 3 2) Plug using: 4 a) A fabricated plug restrained by welding or by a Snap Ring in 5 accordance with Section 33 11 13; or 6 b) A blind flange in accordance with Section 33 11 13 7 3) Perform Cut and Plug in accordance with Section 33 12 25. 8 d. Buried Steel Water Lines 9 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 10 2) Plug using: 11 a) A fabricated plug restrained by welding in accordance with Section 33 12 11 14; or 13 b) A blind flange in accordance with Section 33 11 14 14 3) Perform Cut and Plug in accordance with Section 33 12 25. 15 2. Water Line Abandonment Plug 16 a. Excavate and backfill in accordance with Section 33 05 10. 17 b. Plug with CLSM in accordance with Section 03 34 13. 18 3. Water Line Abandonment by Grouting 19 a. Excavate and backfill in accordance with Section 33 05 10. 20 b. Dewater from existing line to be grouted. 21 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 22 or CLSM in accordance with 03 34 13. 23 d. Dispose of any excess material. 24 4. Water Line 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 5. Water Valve Removal 30 a. Excavate and backfill in accordance with Section 33 05 10. 31 b. Remove and dispose of valve bonnet, wedge and stem. 32 c. Fill valve body with CLSM in accordance with Section 03 34 13. 33 6. Water Valve Removal and Salvage 34 a. Excavate and backfill in accordance with Section 33 05 10. 35 b. Remove valve bonnet, wedge and stem. 36 c. Deliver salvaged material to the Water Department Field Operation Storage 37 Yard. 38 d. Protect salvaged materials from damage. 39 e. Fill valve body with CLSM in accordance with Section 03 34 13. 40 7. Water Valve Abandonment 41 a. Excavate and backfill in accordance with Section 33 05 10. 42 b. Remove the top 2 feet of the valve stack and any valve extensions. 43 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 44 8. Fire Hydrant Removal and Salvage 45 a. Excavate and backfill in accordance with Section 33 05 10. 46 b. Remove Fire Hydrant. 47 c. Place abandonment plug on fire hydrant lead line. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 024114-13 UTILITY REMOVAUABANDONMENT Page 13 of 15 1 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 2 Yard. 3 e. Protect salvaged materials from damage. 4 9. Water Meter Removal and Salvage 5 a. Remove and salvage water meter. 6 b. Return salvaged meter to Project Representative. 7 c. City will provide replacement meter for installation. 8 d. Meter Box and Lid 9 1) Remove and salvage cast iron meter box lid. 10 2) Remove and dispose of any non -cast iron meter box lid. 11 3) Return salvaged material to the Water Department Field Operation Storage 12 Yard. 13 4) Remove and dispose of meter box. 14 10. Water Sample Station Removal and Salvage 15 a. Remove and salvage existing water sample station. 16 b. Deliver salvaged material to the Water Department Field Operation Storage 17 Yard. 18 11. Concrete Water Vault Removal 19 a. Excavate and backfill in accordance with Section 33 05 10. 20 b. Remove and salvage vault lid. 21 c. Remove and salvage valves. 22 d. Remove and salvage meters. 23 e. Deliver salvaged material to the Water Department Field Operation Storage 24 Yard. 25 f. Remove and dispose of any piping or other appurtenances. 26 g. Demolish and remove entire concrete vault. 27 h. Dispose of all excess materials. 28 12. Cathodic Test Station Abandonment 29 a. Excavate and backfill in accordance with Section 33 05 10 30 b. Remove the top 2 feet of the cathodic test station stack and contents. 31 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 32 B. Sanitary Sewer Lines and Appurtenances 33 1. Sanitary Sewer Line Abandonment Plug 34 a. Excavate and backfill in accordance with Section 33 05 10. 35 b. Remove and dispose of any sewage. 36 c. Plug with CLSM in accordance with Section 03 34 13. 37 2. Sanitary Sewer Line Abandonment by Grouting 38 a. Excavate and backfill in accordance with Section 33 05 10. 39 b. Dewater and dispose of any sewage from the existing line to be grouted. 40 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 41 or CLSM in accordance with 03 34 13. 42 d. Dispose of any excess material. 43 3. Sanitary Sewer Line Removal 44 a. Excavate and backfill in accordance with Section 33 05 10. 45 b. Cut existing line from the utility system prior to removal. 46 c. Cut any services prior to removal. 47 d. Remove existing pipe line and properly dispose as approved by City. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 02 41 14 - 14 UTILITY REMOVAUABANDONMENT Page 14 of 15 1 4. Sanitary Sewer Manholes Removal 2 a. Excavate and backfill in accordance with Section 33 05 10. 3 b. Remove and salvage manhole lid. 4 c. Deliver salvaged material to the Water Department Field Operation Storage. 5 d. Demolish and remove entire concrete manhole. 6 e. Cut and plug sewer lines to be abandoned. 7 5. Sanitary Sewer Junction Structure Removal 8 a. Excavate and backfill in accordance with Section 33 05 10. 9 b. Remove and salvage manhole lid. 10 c. Deliver salvaged material to the Water Department Field Operation Storage. 11 d. Demolish and remove entire concrete manhole. 12 e. Cut and plug sewer lines to be abandoned. 13 C. Storm Sewer Lines and Appurtenances 14 1. Storm Sewer Abandonment Plug 15 a. Excavate and backfill in accordance with Section 33 05 10. 16 b. Dewater line. 17 c. Plug with CLSM in accordance with Section 03 34 13. 18 2. Storm Sewer Line Abandonment by Grouting 19 a. Excavate and backfill in accordance with Section 33 05 10. 20 b. Dewater the existing line to be grouted. 21 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 22 or CLSM in accordance with 03 34 13. 23 d. Dispose of any excess material. 24 3. Storm Sewer Line Removal 25 a. Excavate and backfill in accordance with Section 33 05 10. 26 b. Remove existing pipe line and properly dispose as approved by City. 27 4. Storm Sewer Manholes Removal 28 a. Excavate and backfill in accordance with Section 33 05 10. 29 b. Demolish and remove entire concrete manhole. 30 c. Cut and plug storm sewer lines to be abandoned. 31 5. Storm Sewer Junction Box and/or Junction Structure Removal 32 a. Excavate and backfill in accordance with Section 33 05 10. 33 b. Demolish and remove entire concrete structure. 34 c. Cut and plug storm sewer lines to be abandoned. 35 6. Storm Sewer Inlet Removal 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Demolish and remove entire concrete inlet. 38 c. Cut and plug storm sewer lines to be abandoned. 39 7. Storm Sewer Box Removal 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 b. Cut existing line from the utility system prior to removal. 42 c. Cut any services prior to removal. 43 d. Remove existing pipe line and properly dispose as approved by City. 44 8. Headwall/SET Removal 45 a. Excavate and backfill in accordance with Section 33 05 10. 46 b. Demolish and remove entire concrete inlet. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 20l 1 02 41 14 - 15 UTILITY REMOVAUABANDONMENT 1 c. Cut and plug storm sewer lines to be abandoned. 2 9. Storm Sewer Trench Drain Removal 3 a. Excavate and backfill in accordance with Section 33 05 10. 4 b. Remove existing pipe line and dispose as approved by City. 5 3.5 REPAIR / RESTORATION [NOT USED] 6 3.6 RE -INSTALLATION [NOT USED] 7 3.7 FIELD [oR] SITE QUALITY CONTROL 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] 11 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 END OF SECTION 16 17 DATE NAME 02/12/13 D. McInnis Page 15 of 15 Revision Log SUMMARY OF CHANGE Delete 1.2.A.1 & 2 to clarify removal/abandonment methods. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 201 l 1 2 SECTION 02 41 13 SELECTIVE SITE DEMOLITION 02 41 13 - I SELECTIVE SITE DEMOLITION Page 1 of 5 3 PART 1- 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 11 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 15 10. Disposal of removed materials 16 B. Deviations this from City of Fort Worth Standard Specification 17 1. None. 18 C. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 20 Contract 21 2. Division 1 — General Requirements 22 3. Section 31 23 23 — Borrow 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Measurement 26 a. Remove Sidewalk: Measure by square foot. 27 b. Remove Steps: measure by the square foot as seen in the plan view only. 28 c. Remove ADA Ramp: measure by each. 29 d. Remove Driveway: measure by the square foot by type. 30 e. Remove Fence: measure by the linear foot. 31 f. Remove Guardrail: measure by the linear foot along the face of the rail in place 32 including metal beam guard fence transitions and single guard rail terminal 33 sections from the center of end posts. 34 g. Remove Retaining Wall (less than 4 feet tall): measure by the linear foot 35 h. Remove Mailbox: measure by each. 36 i. Remove Rip Rap: measure by the square foot. 37 j. Remove Miscellaneous Concrete Structure: measure by the lump sum. 38 2. Payment CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 02 41 13 - 2 SELECTIVE SITE DEMOLITION Page 2 of 5 1 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. For utility projects, this 5 Item shall be considered subsidiary to the trench and no other compensation 6 will be allowed. 7 b. Remove Steps: full compensation for saw cutting, removal, hauling, disposal, 8 tools, equipment, labor and incidentals needed to execute work. For utility 9 projects, this Item shall be considered subsidiary to the trench and no other 10 compensation will be allowed. 11 c. Remove ADA Ramp and landing: full compensation for saw cutting, removal, 12 hauling, disposal, tools, equipment, labor and incidentals needed to execute 13 work. Work includes ramp landing removal. For utility projects, this Item shall 14 be considered subsidiary to the trench and no other compensation will be 15 allowed. 16 d. Remove Driveway: full compensation for saw cutting, removal, hauling, 17 disposal, tools, equipment, labor and incidentals needed to remove improved 18 driveway by type. For utility projects, this Item shall be considered subsidiary 19 to the trench and no other compensation will be allowed. 20 e. Remove Fence: full compensation for removal, hauling, disposal, tools, 21 equipment, labor and incidentals needed to remove fence. For utility projects, 22 this Item shall be considered subsidiary to the trench and no other 23 compensation will be allowed. 24 f. Remove Guardrail: full compensation for removing materials, loading, hauling, 25 unloading, and storing or disposal; furnishing backfill material; backfilling the 26 postholes; and equipment, labor, tools, and incidentals. For utility projects, this 27 Item shall be considered subsidiary to the trench and no other compensation 28 will be allowed. 29 g. Remove Retaining Wall (less than 4 feet tall): full compensation for saw 30 cutting, removal, hauling, disposal, tools, equipment, labor and incidentals 31 needed to execute work. Sidewalk adjacent to or attached to retaining wall 32 (including sidewalk that acts as a wall footing) shall be paid as sidewalk 33 removal. For utility projects, this Item shall be considered subsidiary to the 34 trench and no other compensation will be allowed. 35 h. Remove Mailbox: full compensation for removal, hauling, disposal, tools, 36 equipment, labor and incidentals needed to execute work. For utility projects, 37 this Item shall be considered subsidiary to the trench and no other 38 compensation will be allowed. 39 i. Remove Rip Rap: full compensation for saw cutting, removal, hauling, 40 disposal, tools, equipment, labor and incidentals needed to execute work. For 41 utility projects, this Item shall be considered subsidiary to the trench and no 42 other compensation will be allowed. 43 j. Remove Miscellaneous Concrete Structure: full compensation for saw cutting, 44 removal, hauling, disposal, tools, equipment, labor and incidentals needed to 45 execute work. For utility projects, this Item shall be considered subsidiary to 46 the trench and no other compensation will be allowed. 47 1.3 REFERENCES 48 A. Definitions CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 024113-3 SELECTIVE SITE DEMOLITION Page 3 of 5 1 1. Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit 2 pavers. 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 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 PRODUCTS [NOT USED] 14 2.2 MATERIALS 15 A. Fill Material: See Section 31 23 23. 16 2,3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 REMOVAL 23 A. Remove Sidewalk 24 1. Remove sidewalk to nearest existing dummy, expansion or construction joint. 25 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 26 B. Remove Steps 27 1. Remove step to nearest existing dummy, expansion or construction joint. 28 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 29 C. Remove ADA Ramp 30 1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. 31 See 3.4.K. 32 2. Remove ramp to nearest existing dummy, expansion or construction joint on 33 existing sidewalk. 34 D. Remove Driveway CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 02 41 13 - 4 SELECTIVE SITE DEMOLITION Page 4 of 5 1 1. Sawcut existing drive, curb and gutter and pavement prior to drive removal. See 2 3.4.K. 3 2. Remove drive to nearest existing dummy, expansion or construction joint. 4 3. Sawcut when removing to nearest joint is not practical. See 3.4.K. 5 4. Remove adjacent sidewalk to nearest existing dummy, expansion or construction 6 joint on existing sidewalk. 7 E. Remove Fence 8 1. Remove all fence components above and below ground and backfill with acceptable 9 fill material. 10 2. Use caution in removing and salvaging fence materials. 11 3. Salvaged materials may be used to reconstruct fence as approved by City or as 12 shown on Drawings. 13 4. Contractor responsible for keeping animals (livestock, pets, etc.) within the fenced 14 areas during construction operation and while removing fences. 15 F. Remove Guardrail 16 1. Remove rail elements in original lengths. 17 2. Remove fittings from the posts and the metal rail and then pull the posts. 18 3. Do not mar or damage salvageable materials during removal. 19 4. Completely remove posts and any concrete surrounding the posts. 20 5. Furnish backfill material and backfill the hole with material equal in composition 21 and density to the surrounding soil unless otherwise directed. 22 6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1- 23 foot below the new subgrade elevation and leave in place along with the dead man. 24 G. Remove Retaining Wall (less than 4 feet tall) 25 1. Remove wall to nearest existing joint. 26 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 27 3. Removal includes all components of the retaining wall including footings. 28 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A 29 H. Remove Mailbox 30 1. Salvage existing materials for reuse. Mailbox materials may need to be used for 31 reconstruction. 32 I. Remove Rip Rap 33 1. Remove rip rap to nearest existing dummy, expansion or construction joint. 34 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 35 J. Remove Miscellaneous Concrete Structure 36 1. Remove portions of miscellaneous concrete structures including foundations and 37 slabs that do not interfere with proposed construction to 2 feet below the finished 38 ground line. 39 2. Cut reinforcement close to the portion of the concrete to remain in place. 40 3. Break or perforate the bottom of structures to remain to prevent the entrapment of 41 water. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 20E2 0241 13 -5 SELECTIVE SITE DEMOLITION Page 5 of 5 1 K. Sawcut 2 1. Sawing Equipment 3 a. Power -driven 4 b. Manufactured for the purpose of sawing pavement 5 c. In good operating condition 6 d. Shall not spall or fracture the pavement to the removal area 7 2. Sawcut perpendicular to the surface completely through existing pavement. 8 3.5 REPAIR [NOT USED] 9 3.6 RE -INSTALLATION [NOT USED] 10 3.7 SITE QUALITY CONTROL [NOT USED] 11 3.8 SYSTEM STARTUP [NOT USED] 12 3.9 ADJUSTING [NOT USED] 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 12/20/2012 D. Johnson 1.2.A.2. Modified Payment - Items will be subsidiary to trench on utility projects CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 02 41 14 - 1 UTILITY REMOVAUABANDONMENT 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY OSECTION 02 41 14 UTILITY REMOVAL/ABANDONMENT Page 1 of 15 5 A. Section Includes: 6 1. 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 11 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 1. 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 1. 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 Backfill 32 5. Section 33 05 24 — Installation of Carrier Pipe 33 6. Section 33 11 11 — Ductile Iron Fittings 34 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped Pipe, Steel Cylinder Type 35 8. Section 33 11 14 — 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 lino by Grouting 40 a. Mocyiur.ornent CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 0241 14-2 UTILITY REMOVAUABANDONMENT Page 2 of 15 1 1) Measurement for trio Item shall be per cubic )%,xd of ✓Ai3ting utility line to 2 be grouted. Mc .ire ✓; tickets showing cubic yards of grout : 3 b. Payment 4 d ark nterials furnished in accordance with this Item 5 and measured as provided under "I1Al,zaa-2ncnt" shall be paid for at the 6 unit price per cubic yard of "Line Grouting" for: 7 a) Various types of utility line 8 a. The p,c bid shall include: 9 1) Low density cellular grout or CLSM 10 2) Water 11 3) Pavement removal 12 '1) Excavation 13 5) Ruuling 14 6) Disposal of excess materials 15 7) Fut.,- .\11 .g, placement and compaction of backfill 16 8) Clean up 17 2. Utility Line Removal, Separate Trench 18 a. Measurement 19 1) Measurement for this Ita ball l:e per lin foot of existing utility line to 20 be removed. 21 b. Payment 22 1) The work performed and materials furni hcd in rocordance with this Item 23 -aod Jmxx cd as provided under "M a x :'x.t" alai b 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 o. The pia bid 3ha11 ixcludc: 28 ar dispooal of existing utility pipe 29 2) Pavement removal 30 3) Excavation 31 1) IIailing 32 5) Disposal of excess materials 33 6) F'irlshing, placement and compaction of backfill 34 7) 'z2 x up 35 3. Utility Line Removal, Same Trench 36 a. Measurement 37 1) This Item is considered subsidiary the proposed utility line being installed. 38 b. Payment 39 1) 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 1) Measurement for this Item will be per each cathodic test station to be 46 abandoned. 47 b. Payment CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 02 41 14 - 3 UTILITY REMOVALIABANDONMENT Page 3 of 15 1 1) 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 1) 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 backfill 12 8) Clean-up 13 B. Water Lines and Appurtenances 14 1. Installation of a Water Line Pressure Plug 15 a. Measurement 16 1) 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 1) 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 and compaction of embedment 31 9) Furnishing, placement and compaction of backfill 32 10) Disinfection 33 11) Testing 34 12) Clean-up 35 2. Abandonment of Water Line by Cut and installation of Abandonment Plug 36 a. Measurement 37 1) Measurement for this Item shall be per each cut and abandonment plug 38 installed. 39 b. Payment 40 1) 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 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 02 41 14 -4 UTILITY REMOVAIJABANDONMENT Page 4 of 15 1 5) CLSM 2 6) Disposal of excess material 3 7) Furnishing, placement and compaction of backfill 4 8) Clean-up 5 3. Water Valve Removal 6 a. Measurement 7 1) Mammt for this Item will be put ccch water valve to be removed. 8 b. Payment 9 1) The work performed and mate ala fi tr T:Ied in accordance with this Item 10 and measured as provided under "Measurement" shall be paid for at the 11 unit price bid per each "Remove Water Valve" for: 12 a) Various sizes 13 c. The price bid olall inciud 14 1) Removal and disposal of valve 15 2) CLSM 16 3) Pavement removal 17 /1) Excavation 18 5) Hauling 19 6) aoposal of excess materials 20 7) Furnishing, placement and compaction of backfill 21 8) Clean up 22 4. Water Valve Removal and Salvage 23 a. Measurement 24 1) Measurement for this Item will be per each water valve to be removed and 25 salvaged. 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 "Salvage Water Valve" for: 30 a) Various sizes 31 c. The price bid shall include: 32 1) Removal and Salvage of valve 33 2) CLSM 34 3) Delivery to City 35 4) Pavement removal 36 5) Excavation 37 6) Hauling 38 7) Disposal of excess materials 39 8) Furnishing, placement and compaction of backfill 40 9) Clean-up 41 5. Water Valve Abandonment 42 a. Measurement 43 1) Measurement for this Itzn viill 44 b. Payment 45 -1-) The work performed and materials furnished in accordance with this Item 46 and mclsured as provided under "Measuremalt" ohall be paid for at the 47 unit price bid per ach "Abandon Water Valve" for: 48 a) Various Sizes CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 02 41 14 - 5 UTILITY REMOVALIABANDONMENT Page 5 of 15 1 o. The price bid shall include: 2 1) <Abando ' iant of valve 3 1) CAM1 4 3) Pavement removal 5 /1) Exaavation 6 5) Hauling 7 6) Disposal of excess materials 8 ;) F'u iio ping, placement and compaction of backfill 9 8) Cl an up 10 6. Fire Hydrant Removal and Salvage 11 a. Measurement 12 1) Measurement for this Item will be per each fire hydrant 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 each "Salvage Fire Hydrant". 17 c. The price bid shall include: 18 1) Removal and salvage of fire hydrant 19 2) Delivery to City 20 3) Pavement removal 21 4) Excavation 22 5) Hauling 23 6) Disposal of excess materials 24 7) Furnishing, placement and compaction of backfill 25 8) Clean-up 26 7. Water Meter Removal and Salvage 27 a. Measurement 28 1) Measurement for this Item will be per each water meter to be removed and 29 salvaged. 30 b. Payment 31 1) 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 each "Salvage Water Meter" for: 34 a) Various sizes 35 c. The price bid shall include: 36 1) Removal and salvage of water meter 37 2) Delivery to City 38 3) Pavement removal 39 4) Excavation 40 5) Hauling 41 6) Disposal of excess materials 42 7) Furnishing, placement and compaction of backfill 43 8) Clean-up 44 8. Water Sampling Station Removal and Salvage 45 a. Measurement 46 1) Measurement for this Item will be per each water sampling station to be 47 removed. 48 b. Payment CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 0241 14-6 UTILITY REMOVAUABANDONMENT Page 6 of 15 1 1) 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 "Salvage Water Sampling Station". 4 c. The price bid shall include: 5 1) Removal and salvage of water sampling station 6 2) Delivery to City 7 3) Pavement removal 8 4) Excavation 9 5) Hauling 10 6) Disposal of excess materials 11 7) Furnishing, placement and compaction of backfill 12 8) Clean-up 13 9. Concrete Water Vault Removal 14 a. Measurement 15 1) Measurement for this Item will be per each concrete water vault to be 16 removed. 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 per each "Remove Concrete Water Vault". 21 c. The price bid shall include: 22 1) Removal and disposal of concrete water vault 23 2) Removal, salvage and delivery of cast iron lid to City, if applicable 24 3) Removal, salvage and delivery of any valves to City, if applicable 25 4) Removal, salvage and delivery of any water meters to City, if applicable 26 5) Pavement removal 27 6) Excavation 28 7) Hauling 29 8) Disposal of excess materials 30 9) Furnishing, placement and compaction of backfill 31 10) Clean-up 32 C. Sanitary Sewer Lines and Appurtenances 33 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug 34 a. Measurement 35 1) Measurement for this Item shall be per each cut and abandonment plug 36 installed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" shall be paid for at the 40 unit price bid for each "Sewer Abandonment Plug" for: 41 a) Various sizes 42 c. The price bid shall include: 43 1) Furnishing and installing abandonment plug 44 2) Pavement removal 45 3) Excavation 46 4) Hauling 47 5) CLSM 48 6) Disposal of excess material CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 0241 14-7 UTILITY REMOVAIJABANDONMENT Page 7 of 15 1 7) Furnishing, placement and compaction of backfill 2 8) Clean-up 3 2. Sanitary Sewer Manhole Removal 4 a. Measurement 5 1) Measurement for this Item will be per each sanitary sewer manhole to be 6 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 Sewer Manhole" for: 11 a) Various diameters 12 c. The price bid shall include: 13 1) Removal and disposal of manhole 14 2) Removal, salvage and delivery of cast iron lid to City, if applicable 15 3) Cutting and plugging of existing sewer lines 16 4) Pavement removal 17 5) Excavation 18 6) Hauling 19 7) Disposal of excess materials 20 8) Furnishing, placement and compaction of backfill 21 9) Clean-up 22 3. Sanitary Sewer Junction Structure Removal 23 a. Measurement 24 1) Measurement for this Item will be per each sanitary sewer junction 25 structure being 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 lump sum bid per each "Remove Sewer Junction Box" location. 30 c. The price bid shall include: 31 1) Removal and disposal of junction box 32 2) Pavement removal 33 3) Excavation 34 4) Hauling 35 5) Disposal of excess materials 36 6) Furnishing, placement and compaction of backfill 37 7) Clean-up 38 D. Storm Sewer Lines and Appurtenances 39 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug 40 a. Measurement 41 1) Measurement for this Item shall be per each cut and abandonment plug to 42 be installed. 43 b. Payment 44 1) 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 for each "Storm Abandonment Plug" installed for: 47 a) Various sizes 48 c. The price bid shall include: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 0241 14-8 UTILITY REMOVAUABANDONMENT Page 8 of 15 1 1) Furnishing and installing abandonment plug 2 2) Pavement removal 3 3) Excavation 4 4) Hauling 5 5) CLSM 6 6) Disposal of excess material 7 7) Furnishing, placement and compaction of backfill 8 8) Clean-up 9 2. Storm Sewer Manhole Removal 10 a. Measurement 11 1) Measurement for this Item will be per each storm sewer manhole to be 12 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 each "Remove Manhole Riser" for: 17 a) Various sizes 18 c. The price bid shall include: 19 1) Removal and disposal of manhole 20 2) Removal, salvage and delivery of cast iron lid to City, if applicable 21 3) Pavement removal 22 4) Excavation 23 5) Hauling 24 6) Disposal of excess materials 25 7) Furnishing, placement and compaction of backfill 26 8) Clean-up 27 3. Storm Sewer Junction Box Removal 28 a. Measurement 29 1) Measurement for this Item will be per each storm sewer junction structure 30 to be removed. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" shall be paid for at the 34 unit price bid per each "Remove Storm Junction Box" for: 35 a) Various sizes 36 c. The price bid shall include: 37 1) Removal and disposal of junction box 38 2) Removal, salvage and delivery of cast iron lid to City, if applicable 39 3) Pavement removal 40 4) Excavation 41 5) Hauling 42 6) Disposal of excess materials 43 7) Furnishing, placement and compaction of backfill 44 8) Clean-up 45 4. Storm Sewer Junction Structure Removal 46 a. Measurement 47 1) Measurement for this Item will be per each storm sewer junction structure 48 being removed. CITY OF FORT WORTH 2008 CAPITOL IMPROVEIVIENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 024114-9 UTILITY REMOVAUABANDONMENT Page 9 of 15 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" shall be paid for at the 4 lump sum bid per each "Remove Storm Junction Structure" location. 5 c. The price bid shall include: 6 1) Removal and disposal of junction structure 7 2) Removal, salvage and delivery of cast iron lid to City, if applicable 8 3) Pavement removal 9 4) Excavation 10 5) Hauling 11 6) Disposal of excess materials 12 7) Furnishing, placement and compaction of backfill 13 8) Clean-up 14 5. Storm Sewer Inlet Removal 15 a. Measurement 16 1) Measurement for this Item will be per each storm sewer inlet to be 17 removed. 18 b. Payment 19 1) The work performed and materials furnished in accordance with this Item 20 and measured as provided under "Measurement" shall be paid for at the 21 unit price bid per each "Remove Storm Inlet" for: 22 a) Various types 23 b) Various sizes 24 c. The price bid shall include: 25 1) Removal and disposal of inlet 26 2) Pavement removal 27 3) Excavation 28 4) Hauling 29 5) Disposal of excess materials 30 6) Furnishing, placement and compaction of backfill 31 7) Clean-up 32 6. Storm Sewer Junction Box Removal 33 a. Measurement 34 1) Measurement for this Item shall be per linear foot of existing storm sewer 35 box to be removed. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under "Measurement" shall be paid for at the 39 unit price bid per linear foot of "Remove Storm Junction Box" for all sizes. 40 c. The price bid shall include: 41 1) Removal and disposal of Storm Sewer Box 42 2) Pavement removal 43 3) Excavation 44 4) Hauling 45 5) Disposal of excess materials 46 6) Furnishing, placement and compaction of backfill 47 7) Clean-up 48 7. Headwall/SET Removal CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 02 41 14 - 10 UTILITY REMOVAIJABANDONMENT Page 10 of 15 1 a. Measurement 2 1) Measurement for this Item will be per each headwall or safety end 3 treatment (SET) to be removed. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 and measured as provided under "Measurement" shall be paid for at the 7 unit price bid per each "Remove Headwall/SET". 8 c. The price bid shall include: 9 1) Removal and disposal of Headwall/SET 10 2) Pavement removal 11 3) Excavation 12 4) Hauling 13 5) Disposal of excess materials 14 6) Furnishing, placement and compaction of backfill 15 7) Clean-up 16 8. Trench Drain Removal 17 a. Measurement 18 1) Measurement for this Item shall be per linear foot of storm sewer trench 19 drain to be removed. 20 b. Payment 21 1) The work performed and materials furnished in accordance with this Item 22 and measured as provided under "Measurement" shall be paid for at the 23 unit price bid per linear foot of "Remove Trench Drain" for: 24 a) Various sizes 25 c. The price bid shall include: 26 1) Removal and disposal of storm sewer line 27 2) Pavement removal 28 3) Excavation 29 4) Hauling 30 5) Disposal of excess materials 31 6) Furnishing, placement and compaction of backfill 32 7) Clean-up 33 1.3 REFERENCES [NOT USED] 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination 36 1. Contact Inspector and the Water Department Field Operation Storage Yard for 37 coordination of salvage material return. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 024114-II UTILITY REMOVAIJABANDONMENT Page 11 of 15 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 7 A. Storage and Handling Requirements 8 1. Protect and salvage all materials such that no damage occurs during delivery to the 9 City. 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 14 2.2 MATERIALS 15 2.3 ACCESSORIES [NOT USED] 16 2.4 SOURCE QUALITY CONTROL [NOT USED] 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 REMOVAL, SALVAGE, AND ABANDONMENT 22 A. Water Lines and Appurtenances 23 1. Water Line Pressure Plugs 24 a. Ductile Iron Water Lines 25 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 26 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 27 with Section 33 11 11. 28 3) Perform Cut and Plug in accordance with Section 33 12 25. 29 b. PVC C900 and C905 Water Lines 30 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 31 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 32 with Section 33 11 11. 33 3) Perform Cut and Plug in accordance with Section 33 12 25. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 0241 14-12 UTILITY REMOVALIABANDONMENT Page 12 of 15 1 c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 2 1) Excavate, embed, and backfill in accordance with Section 33 05 10 3 2) Plug using: 4 a) A fabricated plug restrained by welding or by a Snap Ring in 5 accordance with Section 33 11 13; or 6 b) A blind flange in accordance with Section 33 11 13 7 3) Perform Cut and Plug in accordance with Section 33 12 25. 8 d. Buried Steel Water Lines 9 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 10 2) Plug using: 11 a) A fabricated plug restrained by welding in accordance with Section 33 12 11 14; or 13 b) A blind flange in accordance with Section 33 11 14 14 3) Perform Cut and Plug in accordance with Section 33 12 25. 15 2. Water Line Abandonment Plug 16 a. Excavate and backfill in accordance with Section 33 05 10. 17 b. Plug with CLSM in accordance with Section 03 34 13. 18 3. Water Line Abandonment by Grouting 19 a. Excavate and backfill in accordance with Section 33 05 10. 20 b. Dewater from existing line to be grouted. 21 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 22 or CLSM in accordance with 03 34 13. 23 d. Dispose of any excess material. 24 4. Water Line 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 5. Water Valve Removal 30 a. Excavate and backfill in accordance with Section 33 05 10. 31 b. Remove and dispose of valve bonnet, wedge and stem. 32 c. Fill valve body with CLSM in accordance with Section 03 34 13. 33 6. Water Valve Removal and Salvage 34 a. Excavate and backfill in accordance with Section 33 05 10. 35 b. Remove valve bonnet, wedge and stem. 36 c. Deliver salvaged material to the Water Department Field Operation Storage 37 Yard. 38 d. Protect salvaged materials from damage. 39 e. Fill valve body with CLSM in accordance with Section 03 34 13. 40 7. Water Valve Abandonment 41 a. Excavate and backfill in accordance with Section 33 05 10. 42 b. Remove the top 2 feet of the valve stack and any valve extensions. 43 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 44 8. Fire Hydrant Removal and Salvage 45 a. Excavate and backfill in accordance with Section 33 05 10. 46 b. Remove Fire Hydrant. 47 c. Place abandonment plug on fire hydrant lead line. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 0241 14 - 13 UTILITY REMOVAL/ABANDONMENT Page 13 of 15 1 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 2 Yard. 3 e. Protect salvaged materials from damage. 4 9. Water Meter Removal and Salvage 5 a. Remove and salvage water meter. 6 b. Return salvaged meter to Project Representative. 7 c. City will provide replacement meter for installation. 8 d. Meter Box and Lid 9 1) Remove and salvage cast iron meter box lid. 10 2) Remove and dispose of any non -cast iron meter box lid. 11 3) Return salvaged material to the Water Department Field Operation Storage 12 Yard. 13 4) Remove and dispose of meter box. 14 10. Water Sample Station Removal and Salvage 15 a. Remove and salvage existing water sample station. 16 b. Deliver salvaged material to the Water Department Field Operation Storage 17 Yard. 18 11. Concrete Water Vault Removal 19 a. Excavate and backfill in accordance with Section 33 05 10. 20 b. Remove and salvage vault lid. 21 c. Remove and salvage valves. 22 d. Remove and salvage meters. 23 e. Deliver salvaged material to the Water Department Field Operation Storage 24 Yard. 25 f. Remove and dispose of any piping or other appurtenances. 26 g. Demolish and remove entire concrete vault. 27 h. Dispose of all excess materials. 28 12. Cathodic Test Station Abandonment 29 a. Excavate and backfill in accordance with Section 33 05 10 30 b. Remove the top 2 feet of the cathodic test station stack and contents. 31 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 32 B. Sanitary Sewer Lines and Appurtenances 33 1. Sanitary Sewer Line Abandonment Plug 34 a. Excavate and backfill in accordance with Section 33 05 10. 35 b. Remove and dispose of any sewage. 36 c. Plug with CLSM in accordance with Section 03 34 13. 37 2. Sanitary Sewer Line Abandonment by Grouting 38 a. Excavate and backfill in accordance with Section 33 05 10. 39 b. Dewater and dispose of any sewage from the existing line to be grouted. 40 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 41 or CLSM in accordance with 03 34 13. 42 d. Dispose of any excess material. 43 3. Sanitary Sewer Line Removal 44 a. Excavate and backfill in accordance with Section 33 05 10. 45 b. Cut existing line from the utility system prior to removal. 46 c. Cut any services prior to removal. 47 d. Remove existing pipe line and properly dispose as approved by City. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 0241 14- 14 UTILITY REMOVAUABANDONMENT Page 14 of 15 1 4. Sanitary Sewer Manholes Removal 2 a. Excavate and backfill in accordance with Section 33 05 10. 3 b. Remove and salvage manhole lid. 4 c. Deliver salvaged material to the Water Department Field Operation Storage. 5 d. Demolish and remove entire concrete manhole. 6 e. Cut and plug sewer lines to be abandoned. 7 5. Sanitary Sewer Junction Structure Removal 8 a. Excavate and backfill in accordance with Section 33 05 10. 9 b. Remove and salvage manhole lid. 10 c. Deliver salvaged material to the Water Department Field Operation Storage. 11 d. Demolish and remove entire concrete manhole. 12 e. Cut and plug sewer lines to be abandoned. 13 C. Storm Sewer Lines and Appurtenances 14 1. Storm Sewer Abandonment Plug 15 a. Excavate and backfill in accordance with Section 33 05 10. 16 b. Dewater line. 17 c. Plug with CLSM in accordance with Section 03 34 13. 18 2. Storm Sewer Line Abandonment by Grouting 19 a. Excavate and backfill in accordance with Section 33 05 10. 20 b. Dewater the existing line to be grouted. 21 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 22 or CLSM in accordance with 03 34 13. 23 d. Dispose of any excess material. 24 3. Storm Sewer Line Removal 25 a. Excavate and backfill in accordance with Section 33 05 10. 26 b. Remove existing pipe line and properly dispose as approved by City. 27 4. Storm Sewer Manholes Removal 28 a. Excavate and backfill in accordance with Section 33 05 10. 29 b. Demolish and remove entire concrete manhole. 30 c. Cut and plug storm sewer lines to be abandoned. 31 5. Storm Sewer Junction Box and/or Junction Structure Removal 32 a. Excavate and backfill in accordance with Section 33 05 10. 33 b. Demolish and remove entire concrete structure. 34 c. Cut and plug storm sewer lines to be abandoned. 35 6. Storm Sewer Inlet Removal 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Demolish and remove entire concrete inlet. 38 c. Cut and plug storm sewer lines to be abandoned. 39 7. Storm Sewer Box Removal 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 b. Cut existing line from the utility system prior to removal. 42 c. Cut any services prior to removal. 43 d. Remove existing pipe line and properly dispose as approved by City. 44 8. Headwall/SET Removal 45 a. Excavate and backfill in accordance with Section 33 05 10. 46 b. Demolish and remove entire concrete inlet. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 02 41 14 - 15 UTILITY REMOVAUABANDONMENT Page 15 of 15 1 c. Cut and plug storm sewer lines to be abandoned. 2 9. Storm Sewer Trench Drain Removal 3 a. Excavate and backfill in accordance with Section 33 05 10. 4 b. Remove existing pipe line and dispose as approved by City. 5 3.5 REPAIR / RESTORATION [NOT USED] 6 3.6 RE -INSTALLATION [NOT USED] 7 3.7 FIELD [oR] SITE QUALITY CONTROL 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] 11 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 END OF SECTION 16 17 DATE NAME 02/12/13 D. McInnis Revision Log SUMMARY OF CHANGE Delete 1.2.A.1 & 2 to clarify removal/abandonment methods. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 024115-1 PAVING REMOVAL Page I of 6 1 2 3 PART 1 - GENERAL SECTION 02 41 15 PAVING REMOVAL 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. 11 6. Disposal of removed 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 WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 20l 1 02 41 15 - 2 PAVING REMOVAL Page 2 of 6 1 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, and dispose 19 of the undercut material. 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 1. 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 FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 0241 15 -3 PAVING REMOVAL Page 3 of 6 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 CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - 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 1. 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 1. Sawing Equipment. 30 a. Power -driven. 31 b. Manufactured for the purpose of sawing pavement. 32 c. In good operating condition. 33 d. 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. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 02 41 15 - 4 PAVING REMOVAL Page 4 of 6 1 3. Sawcut parallel to the original sawcut in square or rectangular fashion. 2 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw 3 joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that 4 joint, edge or lip. 5 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new, 6 neat, straight line for the purpose of removing the damaged area. 7 C. Remove Concrete Paving and Concrete Valley Gutter 8 1. Sawcut: See 3.4.B. 9 2. Remove concrete to the nearest expansion joint or vertical saw cut. 10 D. Remove Concrete Curb and Gutter 11 1. Sawcut: See 3.4.B. 12 2. Minimum limits of removal: 30 inches in length. 13 E. Remove Asphalt Paving 14 1. Sawcut: See 3.4.B. 15 2. Remove pavement without disturbing the base material. 16 3. When shown on the plans or as directed, stockpile materials designated as 17 salvageable at designated sites. 18 4. Prepare stockpile area by removing vegetation and trash and by providing for 19 proper drainage. 20 F. Milling 21 1. General: 22 a. Mill surfaces to the depth shown in the plans or as directed. 23 b. Do not damage or disfigure adjacent work or existing surface improvements. 24 c. If milling exposes smooth underlying pavement surfaces, mill the smooth 25 surface to make rough. 26 d. Provide safe temporary transition where vehicles or pedestrians must pass over 27 the milled edges. 28 e. Remove excess material and clean milled surfaces. 29 f. Stockpiling of planed material will not be permitted within the right of way 30 unless approved by the City. 31 g. If the existing base is brick and cannot be milled, remove a 5 foot width of the 32 existing brick base. See 3.3.G. for brick paving removal. 33 2. Milling Equipment 34 a. Power operated milling machine capable of removing, in one pass or two 35 passes, the necessary pavement thickness in a five-foot minimum width. 36 b. Self-propelled with sufficient power, traction and stability to maintain accurate 37 depth of cut and slope. 38 c. Equipped with an integral loading and reclaiming means to immediately 39 remove material cut from the surface of the roadway and discharge the cuttings 40 into a truck, all in one operation. 41 d. Equipped with means to control dust created by the cutting action. 42 e. Equipped with a manual system providing for uniformly varying the depth of 43 cut while the machine is in motion making it possible to cut flush to all inlets, 44 manholes, or other obstructions within the paved area. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8ll STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 201 I 02 41 15 -5 PAVING REMOVAL Page 5 of 6 1 f. Variable Speed in order to leave the specified grid pattern. 2 g. Equipped to minimize air pollution. 3 3. Wedge Milling and Surface Milling a. Wedge Mill existing asphalt, concrete or brick pavement from the lip of gutter 5 at a depth of 2 inches and transitioning to match the existing pavement (0-inch 6 cut) at a minimum width of 5 feet. 7 b. Surface Mill existing asphalt pavement to the depth specified, 8 c. Provide a milled surface that provides a uniform surface free from gouges, 9 ridges, oil film, and other imperfections of workmanship with a uniform 10 textured appearance. 11 d. In all situations where the existing H.M.A.C. surface contacts the curb face, the 12 wedge milling includes the removal of the existing asphalt covering the gutter 13 up to and along the face of curb. 14 e. Perform wedge or surface milling operation in a continuous manner along both 15 sides of the street or as directed. 16 4. Butt Joint Milling 17 a. Mill butt joints into the existing surface, in association with the wedge milling 18 operation. 19 b. Butt joint will provide a full width transition section and a constant depth at the 20 point where the new overlay is terminated. 21 c. Typical locations for butt joints are at all beginning and ending points of streets 22 where paving material is removed. Prior to the milling of the butt joints, 23 consult with the City for proper location and limits of these joints. 24 d. Butt Milled joints are required on both sides of all railroad tracks and concrete 25 valley gutters, bridge decks and culverts and all other items which transverse 26 the street and end the continuity of the asphalt surface. 27 e. Make each butt joint 20 feet long and milled out across the full width of the 28 street section to a tapered depth of 2 inch. 29 f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a 30 line adjacent to the beginning and ending points or intermediate transverse 31 items. 32 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride 33 over the bump. 34 G. Remove Brick Paving 35 1. Remove masonry paving units to the limits specified in the plans or as directed by 36 the City. 37 2. Salvage existing bricks for re -use, clean, palletize, and deliver to the City Stock pile 38 yard at 3300 Yuma Street or as directed. 39 H. Pavement Pulverization 40 1. Pulverization 41 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33. 42 b. Temporarily remove and store the 8-inch deep pulverized material, then cut the 43 base 2 inches. 44 c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface. 45 2. Cement Application 46 a. Use 3.5% Portland cement. 47 b. See Section 32 11 33. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 024115-6 PAVING REMOVAL Page 6 of 6 1 3. Mixing: see Section 32 11 33. 2 4. Compaction: see Section 32 11 33. 3 5. Finishing: see Section 32 11 33. 4 6. Curing: see Section 32 11 33. 5 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed 6 stone/gravel: 7 a. Undercut not required 8 b. Pulverize 10 inches deep. 9 c. Remove 2-inch the total pulverized amount. 10 I. Remove speed cushion 11 1. Scrape or sawcut speed cushion from existing pavement without damaging existing 12 pavement. 13 3.5 REPAIR [NOT USED] 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD QUALITY CONTROL [NOT USED] 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION [NOT USED] 21 3.13 MAINTENANCE [NOT USED] 22 3.14 ATTACHMENTS [NOT USED] 23 END OF SECTION 24 25 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 1 2 260533-1 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 1 of 12 SECTION 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 A. Section Includes: 1. Furnish and install complete raceway systems as shown on the Drawings and as specified herein. B. Deviations from this City of Fort Worth Standard Specification 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. Section 26 05 43 — Underground Ducts and Raceways for Electrical Systems 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 17 18 19 20 21 22 23 Conduits and Related Hardware, when a bid item for Electrical Facilities exists Measurement 1) This Item is considered subsidiary to Electrical Facilities. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to Electrical Facilities and shall be subsidiary to the lump sum price bid for Electrical Facilities, and no other compensation will be allowed. 24 2. Conduits and Related Hardware, when no bid item for Electrical Facilities exists 25 a. Measurement 26 1) Measurement for conduit shall be per linear foot of the size, installation 27 method, and type of conduit installed. 28 2) Limits of measurement for conduit are from center to center between 29 ground boxes or poles, a combination of the two or to the termination point. 30 b. Payment 31 1) Payment for conduit shall be made at the price bid per linear foot of the 32 size, installation method, and type of conduit installed. 33 c. The price bid shall include: 34 1) Installation of Conduit and Related Hardware including, but not limited to: a. b. 35 a) Elbows 36 b) Couplings 37 c) Weatherheads 38 3. Conduit Boxes, when a bid item for Electrical Facilities exists 39 a. Measurement 40 1) This Item is considered subsidiary to Electrical Facilities. 41 b. Payment CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 260533-2 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 2 of 12 1 1) The work performed and the materials furnished in accordance with this 2 Item are subsidiary to Electrical Facilities and shall be subsidiary to the 3 lump sum price bid for Electrical Facilities, and no other compensation will 4 be allowed. 5 4. Conduit Boxes, when no bid item for Electrical Facilities exists 6 a. Measurement 7 1) Measurement for this Item shall be per each Conduit Box installed per 8 location of installation. 9 b. Payment 10 1) The work performed and materials furnished in accordance to this Item 11 shall be paid for at the unit price bid for "Conduit Box" installed. 12 c. The price bid shall include: 13 1) Furnishing and installing the Conduit Box 14 2) Excavation 15 3) Furnishing, placement and compaction of backfill 16 4) Clean-up 17 1.3 REFERENCES 18 A. Reference Standards 19 1. Reference standards cited in this Specification refer to the current reference 20 standard published at the time of the latest revision date logged at the end of this 21 Specification, unless a date is specifically cited. 22 2. American National Standards Institute, Inc. (ANSI). 23 a. ANSI C80.5, American National Standard for Electrical Rigid Aluminum 24 Conduit (ERAC). 25 3. National Electrical Manufacturers Association (NEMA). 26 a. 250, Enclosures for Electrical Equipment (1000 Volt Maximum). 27 b. C80.1, Electrical Rigid Steel Conduit. 28 c. TC-2, Electrical Polyvinyl Chloride (PVC) Tubing and Conduit. 29 d. TC-3, Polyvinyl Chloride (PVC) Fittings for Use with Rigid PVC Conduit and 30 Tubing. 31 e. TC-7, Smooth -Walled Coilable Electrical Polyethylene Conduit. 32 4. National Fire Protection Association (NFPA) 33 a. 70 — National Electrical Code (NEC). 34 1) Article 350, Liquidtight Flexible Metal Conduit: Type LFMC. 35 2) Chapter 9, Tables. 36 5. Underwriters Laboratories (UL) 37 a. 6, Electrical Rigid Metal Conduit — Steel. 38 b. 514B, Conduit, Tubing and Cable Fittings. 39 c. 651, Standard for Schedule 40 and 80 Rigid PVC Conduit. 40 B. All equipment components and completed assemblies specified in this Section of the 41 Specifications shall bear the appropriate label of UL. 42 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 43 1.5 SUBMITTALS [NOT USED] 44 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 260533-3 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 3 of 12 1 A. Product Data 2 1. Submit to the City, in accordance with Division 1, the manufacturers' names and 3 product designation or catalog numbers of all materials specified. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Qualifications 8 1. Manufacturers 9 a. Refer to Specification Section 01 60 00 for listing of approved manufacturers 10 for all materials. 11 1.10 DELIVERY, STORAGE, AND HANDLING 12 A. Storage and Handling Requirements 13 1. Handling: In accordance with manufacturer's instructions. 14 2. Storage 15 a. In accordance with manufacturer's instructions 16 b. Not exposed to sunlight 17 c. Completely covered 18 3. Materials showing signs of previous or jobsite exposure will be rejected. 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY 21 A. No separate warranty on conduit. 22 PART 2 - PRODUCTS 23 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 24 2.2 CONDUIT 25 A. Liquidtight Steel Flexible Metal Conduit 26 1. Interlocked steel core 27 2. PVC jacket rated for 80 degrees Celsius 28 3. Complies with NEC Article 350 29 4. Fittings 30 5. Extruded from 6063 T-1 alloy 31 6. Maximum 0.1 percent copper content 32 7. Conform to: 33 a. ANSI C80.5 34 b. UL-6 35 B. Rigid Steel Conduit 36 1. Hot dip galvanized CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 260533-4 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 4 of 12 1 2. Threads: Hot galvanized after cutting 2 3. Conforms to: 3 a. NEMA C80.1 4 C. Rigid PVC Schedule 80 Conduit 5 1. Designed for use above ground and underground as described in the NEC 6 2. Resistant to sunlight 7 3. UL Labeled 8 4. Conforms to: 9 a. NEMA TC-2 10 b. UL 651 11 5. Fittings conform to: 12 a. NEMA TC-3 13 b. UL 514B 14 D. Rigid PVC Schedule 40 Conduit 15 1 Designed for use underground as described in the NEC 16 2. Resistant to sunlight 17 3. UL Labeled. 18 4. Conforms to: 19 a. NEMA TC-2 20 b. UL 651 21 5. Fittings conform to: 22 a. NEMA TC-3 23 b. UL 514B 24 E. High Density Polyethylene (HDPE) Conduit 25 1. Designed for use underground as described in the NEC 26 2. Resistant to sunlight 27 3. UL Labeled 28 4. Conforms to: 29 a. UL 651A 30 b. UL 651B 31 c. NEMA TC-7 32 F. Raceway Boxes 33 1. Use: Exposed raceway systems only 34 2. Boxes for underground systems: Refer to Section 26 05 43. 35 3. Box size 36 a. Distance between each raceway entry inside the box and the opposite wall: Not 37 be less than 6 times the trade size of the largest raceway in a row. 38 b. Distance shall be increased for additional entries by the amount of the sum of 39 the diameters of all other raceway entries in the same row on the same wall of 40 the box. 41 c. Each row calculated individually, and the single row that provides the 42 maximum distance used to size box. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 260533-5 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 5 of 12 1 2.3 ACCESSORIES 2 A. Conduit Outlet Bodies 3 1. Up to and including 2-1/2 inches 4 a. Conduit outlet bodies and covers: Galvanized steel 5 b. Captive screw -clamp cover 6 c. Neoprene gasket 7 d. Stainless steel screws and clamps 8 2. Larger than 2-1/2 inches 9 a. Use junction boxes. 10 B. Conduit Hubs 11 1. Watertight 12 2. Threaded galvanized steel 13 3. Insulated throat 14 4. Stainless steel grounding screw 15 C. Grounding Bushings 16 1. Insulated lay -in lug grounding bushings 17 2. Tin-plated copper grounding path 18 3. Integrally molded noncombustible phenolic insulated surfaces rated 150 degrees 19 Celsius 20 4. Plastic insert cap each bushing 21 5. Lug size: Sufficient to accommodate maximum ground wire size required by the 22 NEC for the application 23 D. Raceway Sealant 24 1. Use for sealing of raceway hubs, entering or terminating in boxes or enclosures 25 where shown or specified 26 E. Conduit Penetration Seals 27 1. Use for conduit wall and floor seals 28 F. Conduit and related hardware 29 1. All polyvinyl chloride conduits, including elbows and couplings shall be schedule 30 40 PVC conduit, conforming to Federal Specification W-C-1094 and Underwriters' 31 Laboratories, Inc. Standard UL-651. All conduit sizes shall be as indicated on the 32 Drawings. 33 2. Rigid metal conduit shall be steel, hot -dipped galvanized inside and outside. 34 3. Weather heads shall be made of aluminum and may be the threaded or the clamp on 35 type. 36 G. Expansion/Deflection Fittings 37 1. Use 38 a. Embedded in concrete 39 b. Exposed 40 2. Description 41 a. Internal grounding CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8ll STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 260533-6 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 6 of 12 1 2 b. 4 inch movement c. Stainless steel/cast iron 3 H. Expansion Fittings 4 1. Galvanized steel 5 2. 8 inch movement 6 3. Internal grounding 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 APPLICATION 13 A. Interface with Other Work 14 1. Coordinate the placement of conduit and related components with other trades and 15 existing installations. 16 B. Unless shown on the Drawings or specified otherwise, the conduit type installed with 17 respect to the location shall be as follows: 18 1. Underground, 18 inches or more cover: Rigid PVC Schedule 40 or HDPE 19 2. Underground, less than 18 inches cover: Rigid PVC Schedule 80 or HDPE 20 3. Exposed: Rigid galvanized steel 21 4. Final connection to equipment subject to vibration: Liquidtight Steel Flexible Metal 22 Conduit 23 C. Box Applications 24 1. Furnish raceway junction, pull and terminal boxes with NEMA ratings for the 25 location in which they are installed. 26 2. Exposed switch, receptacle and lighting outlet boxes and conduit fittings: 27 Galvanized steel 28 3. Furnish boxes with factory mounting lugs. Drilling through the back of any box or 29 enclosure is prohibited 30 D. Conduit Outlet Bodies Applications 31 1. Conduits up to and including 2-1/2 inches: Conduit outlet bodies may be used, 32 except where junction boxes are shown or otherwise specified 33 2. Conduits larger than 2-1/2 inches: Use junction boxes 34 E. Conduit Hub Applications 35 1. Unless specifically stated herein or described on the Drawings, all raceways shall 36 terminate at an outlet with a conduit hub. Locknut or double locknut terminations 37 will not be permitted. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 260533-7 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 7 of 12 1 F. Insulated Grounding Bushing Applications 2 1. Use: Terminate raceways at bottom entry to pad -mounted electrical equipment or 3 switchgear, if there is no wall or floor pan on which to anchor or terminate the 4 raceway. 5 2. Other raceways: Terminate on enclosures with a conduit hub. 6 3. Grounding bushing caps: Remain on the bushing until the wire is ready to be 7 pulled. 8 G. Conduit Fittings Applications 9 1. Combination expansion deflection fittings: Install where conduits cross structure 10 expansion joints, on conduit transitions from underground to above ground, and 11 where installed in exposed conduit runs such that the distance between expansion- 12 deflection fittings does not exceed 150 feet of conduit run. 13 2. Expansion fittings: Install in lieu of a combination expansion -deflection fitting, on 14 the exposed side of conduit transitions from underground to above ground, where 15 the earth has been disturbed to a depth of more than 10 feet. 16 H. Conduit Penetration Seals Applications 17 1. Conduit wall seals: Use where underground conduits penetrate walls or at other 18 locations shown on the Drawings 19 2. Conduit sealing bushings: Use to seal conduit ends exposed to the weather and at 20 other locations shown on the Drawings 21 I. Conduit Tag Applications 22 1. Tag all conduits within 1 foot of the entry of equipment, and wall and floor 23 penetrations. 24 2. Tag all underground conduits and ducts at all locations, exiting and entering from 25 underground, including manholes and handholes. 26 J. Raceway Installation 27 1. No conduit smaller than 1'/4 inch electrical trade size. 28 2. No more than the equivalent of 3 - 90 degree bends in any 1 run. 29 3. Do not pull wire until the conduit system is complete in all details. 30 4. Install all underground raceways in accordance with Section 26 05 43. 31 5. Where raceways enter or leave the raceway system, where the raceway origin or 32 termination, could be subjected to the entry of moisture, rain or liquid of any type, 33 particularly where the termination of such raceways terminate in any equipment, 34 new or existing at a lower elevation, such raceways shall be tightly sealed, using 35 watertight sealant (Duxseal or equal), at the higher elevation, both before and after 36 the installation of cables, such that there shall be no entry of water or moisture to 37 the Raceway System at any time. Any damage to new or existing equipment, due to 38 the entrance of moisture from unsealed raceways, shall be corrected by complete 39 replacement of such equipment, at no cost to the City. Cleaning or drying of such 40 damaged equipment will not be acceptable. 41 6. Conduit supports, for other than for underground raceways: Space at intervals of 8 42 feet or less as required to obtain rigid construction. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 1 2 260533-8 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 8 of 12 7. Single conduits: Support with 1 hole pipe clamps in combination with 1 screw back plates, to raise conduits from the surface. 3 8. Multiple runs of conduits: Supported on trapeze type hangers with horizontal 4 members and threaded hanger rods not less than 3/8 inch in diameter. 5 9. Surface mounted panel boxes, junction boxes, and conduit: Supported by strut to 6 provide a minimum of 1/2 inch clearance between wall and equipment. 7 10. Conduit hangers: Attach to structural steel by means of beam or channel clamps. 8 Use concrete inserts of the spot type where attached to concrete surfaces. 9 11. Conduits on exposed work 10 a. Install at right angles to and parallel with the surrounding wall. 11 b. Conform to the form of the ceiling. 12 c. No diagonal runs. 13 d. Provide concentric bends in parallel conduit runs. 14 e. Install conduit perfectly straight and true. 15 12. Conduits terminated into enclosures: Install perpendicular to the walls where 16 flexible liquidtight or rigid conduits are required. 17 a. Do not use short sealtight elbow fittings for such terminations, except for 18 connections to instrumentation transmitters where multiple penetrations are 19 required. 20 13. Use insulated throat grounding bushings for conduits containing equipment 21 grounding conductors and terminating in boxes. Connect grounding conductors to 22 the box. 23 14. Install conduits using threaded fittings. Do not use running threads. 24 15. PVC conduit: Use glued type conduit fittings. 25 16. HDPE conduit: Use fittings by same manufacturer as conduit. 26 17. Liquidtight flexible steel conduit 27 a. Primary and secondary of transformers 28 b. Generator terminations 29 c. Other equipment where vibration is present 30 d. Connections to instrumentation transmitters, where multiple penetrations are 31 required 32 e. Do not use in other locations. 33 f. Maximum length: Not greater than that of a factory manufactured long radius 34 elbow of the conduit size being used 35 g. Maximum bending radius: Not less than that shown in the NEC Chapter 9, 36 Table 2, "Other Bends". 37 h. Do not use BX or AC type prefabricated cables. 38 18. Conduits passing through openings in walls or floor slabs: Seal remaining openings 39 against the passage of flame and smoke. 40 19. Conduit ends exposed to the weather or corrosive gases: Seal with conduit sealing 41 bushings. 42 20. Raceways terminating in Control Panels or boxes containing electrical equipment 43 a. Do not install to enter from the top of the panel or box. 44 b. Seal with a watertight sealant: Duxseal or equal 45 21. Conduit CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 260533-9 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 9 of 12 1 a. The Contractor will be required to coordinate with all local utility companies, 2 long distance communication companies, City utilities, railroad companies, and 3 Dig Tess if applicable, to ascertain exact locations of conflicting underground 4 services. 5 b. The location of conduits and ground boxes are diagrammatic only and may be 6 shifted by the Inspector to accommodate field conditions. 7 c. The maximum allowable overcut shall be 1 inch (25 mm) in diameter for bores. 8 d. The vertical and horizontal tolerances shall not exceed 18 inches (457 mm) as 9 measured from the intended target point for bores. 10 e. The use of a pneumatically driven device for punching holes beneath the 11 pavement (commonly known as a "missile") will not be permitted. 12 f. Conduit installed for future use shall have a non-metallic, nylon type pull string 13 and shall be capped using standard weather tight conduit caps, as approved by 14 the Inspector. 15 g. The Contractor shall place duct seal or foam at the ends of all conduit where 16 conductors and/or cables are present. 17 h. New Conduit 18 1) All underground conduit shall be schedule 40 PVC conduit. 19 2) All conduit or raceways above ground shall be rigid metal. 20 3) All conduit and fittings shall be of the sizes and types shown on the 21 Drawings. 22 4) Each section of conduit shall bear evidence of approval by Underwriter's 23 Laboratories. 24 5) Conduit terminating in posts or pedestal bases shall not extend vertically 25 more than 3 inches above the concrete foundation. 26 6) Field bends in conduit shall have a minimum radius of 12 diameters of the 27 nominal size of the conduit. 28 7) Exposed vertical conduit shall be galvanized rigid metal, and reamed and 29 couplings made tight. PVC conduit shall be joined by the solvent --weld 30 method in accordance with the conduit manufacturer's recommendations. 31 8) No reducer couplings shall be used unless specifically indicated on the 32 Drawings. 33 9) Conduit and fittings shall have burrs and rough places smoothed and shall 34 be clean and free of obstructions before the cable is installed. 35 10) Field cuts shall be made with a hacksaw only, and shall be square and true 36 so that the ends will butt or come together for the full diameter thereof. 37 a) In no case shall a cutting torch be used to cut or join conduit. 38 11) Slip joints or running threads will not be permitted for coupling conduit 39 unless approved by the Inspector. 40 12) When a standard coupling cannot be used, an approved union coupling 41 shall be used and shall provide a water -tight coupling between the conduit. 42 13) Couplings shall be properly installed to bring their ends of connected 43 conduit together to produce a good rigid connection throughout the entire 44 length of the conduit run. 45 14) Where the coating on a rigid metal conduit run has been damaged in 46 handling or installation, such damaged parts shall be thoroughly painted 47 with rust preventive paint. 48 15) Ends of conduits shall be capped or plugged until installation of the wire is 49 complete. CITY OF FORT WORTH 2008 CAPTTOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 260533-10 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 10 of 12 1 16) Upon request by the Inspector, the Contractor shall draw a full-size metal 2 wire brush, attached by swivel joint to a pull tape, through the metal 3 conduit to insure that the conduit is clean and free from obstructions. 4 17) Conduits shall be placed in an open trench at a minimum 24 inches (612 5 min) depth below the curb grade in the sidewalk areas, or 18 inches (450 6 mm) below the finished street grade in the street area. 7 18) Conduit placed for concrete encasement shall be secured and supported in 8 such a manner that the alignment will not be disturbed during placement of 9 the concrete. 10 a) No concrete shall be placed until all of the conduit ends have been 11 capped and all box openings closed. 12 19) PVC conduit, which is to be placed under existing pavement, sidewalks, 13 and driveways, shall be placed by first providing a void through which the 14 PVC conduit shall be inserted. 15 a) The void may be made by boring. 16 b) Use of water or other fluids in connection with the boring operation 17 will be permitted only to lubricate cuttings. 18 c) Water jetting will not be permitted. 19 20) If it is determined by the Inspector that it is impractical to place the conduit 20 by boring as outlined above due to unforeseen obstructions, written 21 permission may be granted by the Traffic Services Manager or designee for 22 the Contractor to cut the existing pavement. 23 21) Pits for boring shall not be closer than 2 feet (612 min) to the back of the 24 curb or the outside edge of the shoulder. 25 a) The boring method used shall not interfere with the operation of streets, 26 highways, or other facilities, and shall not weaken or damage any 27 embankment structure, or pavement. 28 22) Backfill - Compaction & Density Test for All Ditchlines 29 a) All ditchlines within paving areas of existing and proposed streets and 30 within 2 feet (600 mm) back of curb are to be mechanically tamped. 31 b) All tamping is to be density controlled to 90 percent standard proctor 32 density at optimum moisture content and no greater than 5 percent 33 optimum or less than 2 percent below optimum. 34 c) All backfill material is to be select native material, 6 inches (150 mm) 35 diameter clods and smaller. 36 d) It is permissible to put backfill in 6 inches to 8 inches (150 mm to 400 37 mm) lifts with densities being taken for each lfeet (300 mm) of 38 compacted material on offsetting stations of 50 feet (15.9 M). 39 23) Provide adequately bent conduit and properly excavate so as to prevent 40 damage to the conduit or conductor by a bend radius which is too short. 41 24) All conduit runs shall be continuous and of the same material (metal only 42 or PVC only). 43 25) Where tying into existing conduit, the Contractor must continue with the 44 same material (metal to metal or PVC to PVC). 45 26) Each length of galvanized rigid metal conduit, where used, shall be reamed 46 and threaded on each end and couplings shall be made up tight. 47 27) White -lead paint or equal shall be used on threads of all joints. 48 28) Metal conduit and fittings shall have the burrs and rough places smoothed. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 260533-11 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 11 of 12 1 29) Where the coating on a metal conduit run has been damaged in handling or 2 installation, such damaged parts shall be thoroughly painted with rust 3 preventive paint. 4 i. Existing Conduit 5 1) Prior to pulling cable in existing underground conduit, the conduit shall be 6 cleaned with a mandrel or cylindrical wire brush and blown out with 7 compressed air. 8 2) If conduit appears to be blocked, the Contractor shall make an attempt to 9 clear the conduit by rodding (The Contractor will not receive extra 10 compensation for rodding). 11 3) If the existing conduit cannot be used, the Contractor may be required to 12 repair and/or replace this conduit as directed by the Engineer. 13 a) Repair of this conduit will be paid for as "extra work" on a Change 14 Order. 15 4) The Inspector shall be notified prior to disconnection or removal of any 16 existing cable. 17 22. Conduits from external sources entering or leaving a multiple compartment 18 enclosure: Stub up into the bottom horizontal wireway or other manufacturer 19 designated area, directly below the vertical section in which the conductors are to 20 be terminated. 21 23. Conduits entering from cable tray: Stub into the upper section. 22 24. Install conduit sealing and drain fittings in areas designated as NEMA 4X or 23 NEMA 7. 24 25. Conduit identification platens 25 a. Install on all power, instrumentation, alarm and control conduits at each end of 26 the run and at intermediate junction boxes and manholes. 27 b. Install conduit plates before conductors are pulled into conduits. 28 c. Coordinate exact identification plate location with the City at the time of 29 installation to provide uniformity of placement and ease of reading. 30 26. Pull mandrels through all existing conduits that will be reused and through all new 31 conduits 2 inches in diameter and larger prior to installing conductors. 32 27. Install 3/16 inch polypropylene pull lines in all new conduits noted as spares or 33 designated for future equipment. 34 28. Install conduit to drain away from the equipment served. If conduit drainage is not 35 possible, use conduit seals to plug the conduits at the point of attachment to the 36 equipment 37 29. Route conduits to avoid crossing pipe shafts, access hatches or vent duct openings, 38 present or future, in floor or ceiling construction. 39 30. Do not use running threads. 40 31. Conduits passing from heated to unheated spaces, exterior spaces, refrigerated 41 spaces, or cold air plenums: Sealed with watertight sealant: Duxseal or equal 42 32. Locate conduits a minimum of 3 inches from steam or hot water piping. 43 a. Where crossings are unavoidable, locate conduit at least 1 inch from the 44 covering of the pipe crossed. 45 33. Conduits terminating at a cable tray 46 a. Support independently from the cable tray. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 260533-12 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 12 of 12 1 b. Provide conduit support within 1-feet of the cable tray. 2 c. Weight of the conduit not supported by cable tray 3 3.5 REPAIR / RESTORATION [NOT USED] 4 3.6 RE -INSTALLATION [NOT USED] 5 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 6 3.8 SYSTEM STARTUP [NOT USED] 7 3.9 ADJUSTING [NOT USED] 8 3.10 CLEANING [NOT USED] 9 3.11 CLOSEOUT ACTIVITIES [NOT USED] 10 3.12 PROTECTION [NOT USED] 11 3.13 MAINTENANCE [NOT USED] 12 3.14 ATTACHMENTS [NOT USED] 13 14 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 312500-1 EROSION AND SEDIMENT CONTROL Page 1 of 9 SECTION 31 25 00 EROSION AND SEDIMENT CONTROL 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 <1 acre 16 a. Measurement 17 1) This Item is considered subsidiary to the various Items bid. 18 b. Payment 19 1) 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 > 1 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 312500-2 EROSION AND SEDIMENT CONTROL Page 2 of 9 1 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 Apparent Opening Size 6 of a Geotextile 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 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 14 1.5 SUBMITTALS 15 A. Storm Water Pollution Prevention Plan (SWPPP) 16 B. TCEQ Notice of Intent (NOI) 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 [oR] 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, flaking and eroding acceptable to the Engineer. 36 b. Provide the following: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 312500-3 EROSION AND SEDIMENT CONTROL Page 3 of 9 1 1) Types 1, 2 and 4 Rock Filter Dams 2 a) Use 3 to 6 inch aggregate. 3 2) Type 3 Rock Filter Dams 4 a) Use 4 to 8 inch aggregate. 5 2. Wire 6 a. Provide minimum 20 gauge galvanized wire for the steel wire mesh and tie 7 wires for Types 2 and 3 rock filter dams 8 b. Type 4 dams require: 9 1) Double -twisted, hexagonal weave with a nominal mesh opening of 21/2 10 inches x 3 V4 inches 11 2) Minimum 0.0866 inch steel wire for netting 12 3) Minimum 0.1063 inch steel wire for selvages and corners 13 4) Minimum 0.0866 inch for binding or tie wire 14 B. Geotextile Fabric 15 1. Place the aggregate over geotextile fabric meeting the following criteria: 16 a. Tensile Strength of 250 pounds, per ASTM D4632 17 b. Puncture Strength of 135 pounds, per ASTM D4833 18 c. Mullen Burst Rate of 420 psi, per ASTM D3786 19 d. Apparent Opening Size of No. 20 (max), per ASTM D4751 20 C. Sandbag Material 21 1. Furnish sandbags meeting Section 2.5 except that any gradation of aggregate may 22 be used to fill the sandbags. 23 D. Stabilized Construction Entrances 24 1. Provide materials that meet the details shown on the Drawings and this Section. 25 a. Provide crushed aggregate for long and short-term construction exits. 26 b. Furnish aggregates that are clean, hard, durable and free from adherent coatings 27 such as salt, alkali, dirt, clay, loam, shale, soft or flaky materials and organic 28 and injurious matter. 29 c. Use 3 to 5 inch coarse aggregate with a minimum thickness of 12 inches. 30 d. The aggregate shall be placed over a geotextile fabric meeting the following 31 criteria: 32 1) Tensile Strength of 300 pounds, per ASTM D4632 33 2) Puncture Strength of 120 pounds, per ASTM D4833 34 3) Mullen Burst Rate of 600 psi, per ASTM D3786 35 4) Apparent Opening Size of No. 40 (max), per ASTM D4751 36 E. Embankment for Erosion Control 37 1. Provide rock, loam, clay, topsoil or other earth materials that will form a stable 38 embankment to meet the intended use. 39 F. Sandbags 40 1. Provide sandbag material of polypropylene, polyethylene or polyamide woven 41 fabric with a minimum unit weight of 4 ounces per square yard, a Mullen burst- 42 strength exceeding 300 psi, and an ultraviolet stability exceeding 70 percent. 43 2. Use natural coarse sand or manufactured sand meeting the gradation given in Table 44 1 to fill sandbags. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 1 2 3 4 312500-4 EROSION AND SEDIMENT CONTROL Page 4 of 9 3. Filled sandbags must be 24 to 30 inches long, 16 to 18 inches wide, and 6 to 8 inches thick. Table 1 Sand Gradation Sieve # Maximum Retained (% by Weight) 4 3 percent 100 80 percent 200 95 percent 5 G. Temporary Sediment Control Fence 6 1. Provide a net -reinforced fence using woven geo-textile fabric. 7 2. Logos visible to the traveling public will not be allowed. 8 a. Fabric 9 1) Provide fabric materials in accordance with DMS-6230, "Temporary 10 Sediment Control Fence Fabric." 11 b. Posts 12 1) Provide essentially straight wood or steel posts with a minimum length of 13 48 inches, unless otherwise shown on the Drawings. 14 2) Soft wood posts must be at least 3 inches in diameter or nominal 2 x 4 inch 15 3) Hardwood posts must have a minimum cross-section of 1-1/2 x 1-1/2 inch 16 4) T- or L-shaped steel posts must have a minimum weight of 1.3 pounds per 17 foot. 18 c. Net Reinforcement 19 1) Provide net reinforcement of at least 12-1/2 gauge galvanized welded wire 20 mesh, with a maximum opening size of 2 x 4 inch, at least 24 inches wide, 21 unless otherwise shown on the Drawings. 22 d. Staples 23 1) Provide staples with a crown at least 3/4 inch wide and legs 1/2 inch long. 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3 - EXECUTION 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 INSTALLATION 31 A. Storm Water Pollution Prevention Plan 32 1. Develop and implement the project's Storm Water Pollution Prevention Plan 33 (SWPPP) in accordance with the TPDES Construction General Permit TXR150000 34 requirements. Prevent water pollution from storm water runoff by using and 35 maintaining appropriate structural and nonstructural BMPs to reduce pollutants 36 discharges to the MS4 from the construction site. 37 B. Control Measures CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 312500-5 EROSION AND SEDIMENT CONTROL Page 5 of 9 1 1. Implement control measures in the area to be disturbed before beginning 2 construction, or as directed. Limit the disturbance to the area shown on the 3 Drawings or as directed. 4 2. Control site waste such as discarded building materials, concrete truck washout 5 water, chemicals, litter and sanitary waste at the construction site. 6 3. If, in the opinion of the Engineer, the Contractor cannot control soil erosion and 7 sedimentation resulting from construction operations, the Engineer will limit the 8 disturbed area to that which the Contractor is able to control. Minimize disturbance 9 to vegetation. 10 4. Immediately correct ineffective control measures. Implement additional controls as 11 directed. Remove excavated material within the time requirements specified in the 12 applicable storm water permit. 13 5. Upon acceptance of vegetative cover by the City, remove and dispose of all 14 temporary control measures, temporary embankments, bridges, matting, falsework, 15 piling, debris, or other obstructions placed during construction that are not a part of 16 the finished work, or as directed. 17 C. Do not locate disposal areas, stockpiles, or haul roads in any wetland, water body, or 18 streambed. 19 D. Do not install temporary construction crossings in or across any water body without the 20 prior approval of the appropriate resource agency and the Engineer. 21 E. Provide protected storage area for paints, chemicals, solvents, and fertilizers at an 22 approved location. Keep paints, chemicals, solvents, and fertilizers off bare ground and 23 provide shelter for stored chemicals. 24 F. Installation and Maintenance 25 1. Perform work in accordance with the TPDES Construction General Permit 26 TXR150000. 27 2. When approved, sediments may be disposed of within embankments, or in areas 28 where the material will not contribute to further siltation. 29 3. Dispose of removed material in accordance with federal, state, and local 30 regulations. 31 4. Remove devices upon approval or when directed. 32 a. Upon removal, finish -grade and dress the area. 33 b. Stabilize disturbed areas in accordance with the permit, and as shown on the 34 Drawings or directed. 35 5. The Contractor retains ownership of stockpiled material and must remove it from 36 the project when new installations or replacements are no longer required. 37 G. Rock Filter Dams for Erosion Control 38 1. Remove trees, brush, stumps and other objectionable material that may interfere 39 with the construction of rock filter dams. 40 2. Place sandbags as a foundation when required or at the Contractor' s option. 41 3. For Types 1, 2, 3, and 5, place the aggregate to the lines, height, and slopes 42 specified, without undue voids. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 312500-6 EROSION AND SEDIMENT CONTROL Page 6 of 9 1 4. For Types 2 and 3, place the aggregate on the mesh and then fold the mesh at the 2 upstream side over the aggregate and secure it to itself on the downstream side with 3 wire ties, or hog rings, or as directed. 4 5. Place rock filter dams perpendicular to the flow of the stream or channel unless 5 otherwise directed. 6 6. Construct filter dams according to the following criteria, unless otherwise shown on 7 the Drawings: 8 a. Type 1 (Non -reinforced) 9 1) Height - At least 18 inches measured vertically from existing ground to top 10 of filter dam 11 2) Top Width - At least 2 feet 12 3) Slopes - At most 2:1 13 b. Type 2 (Reinforced) 14 1) Height - At least 18 inches measured vertically from existing ground to top 15 of filter dam 16 2) Top Width - At least 2 feet 17 3) Slopes - At most 2:1 18 c. Type 3 (Reinforced) 19 1) Height - At least 36 inches measured vertically from existing ground to top 20 of filter dam 21 2) Top Width - At least 2 feet 22 3) Slopes - At most 2:1 23 d. Type 4 (Sack Gabions) 24 1) Unfold sack gabions and smooth out kinks and bends. 25 2) For vertical filling, connect the sides by lacing in a single loop —double loop 26 pattern on 4- to 5-inches spacing. At 1 end, pull the end lacing rod until 27 tight, wrap around the end, and twist 4 times. At the filling end, fill with 28 stone, pull the rod tight, cut the wire with approximately 6 inches 29 remaining, and twist wires 4 times. 30 3) For horizontal filling, place sack flat in a filling trough, fill with stone, and 31 connect sides and secure ends as described above. 32 4) Lift and place without damaging the gabion. 33 5) Shape sack gabions to existing contours. 34 e. Type 5 35 1) Provide rock filter dams as shown on the Drawings. 36 H. Construction Entrances 37 1. When tracking conditions exist, prevent traffic from crossing or exiting the 38 construction site or moving directly onto a public roadway, alley, sidewalk, parking 39 area, or other right of way areas other than at the location of construction entrances. 40 2. Place the exit over a foundation course, if necessary. 41 a. Grade the foundation course or compacted subgrade to direct runoff from the 42 construction exits to a sediment trap as shown on the Drawings or as directed. 43 3. At drive approaches, make sure the construction entrance is the full width of the 44 drive and meets the length shown on the Drawings. 45 a. The width shall be at least 14 feet for 1-way and 24 feet for 2-way traffic for all 46 other points of ingress or egress or as directed by the Engineer. 47 I. Earthwork for Erosion Control CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 312500-7 EROSION AND SEDIMENT CONTROL Page 7 of 9 1 1. Perform excavation and embankment operations to minimize erosion and to remove 2 collected sediments from other erosion control devices. 3 a. Excavation and Embankment for Erosion Control Measures 4 1) Place earth dikes, swales or combinations of both along the low crown of 5 daily lift placement, or as directed, to prevent runoff spillover. 6 2) Place swales and dikes at other locations as shown on the Drawings or as 7 directed to prevent runoff spillover or to divert runoff. 8 3) Construct cuts with the low end blocked with undisturbed earth to prevent 9 erosion of hillsides. 10 4) Construct sediment traps at drainage structures in conjunction with other 11 erosion control measures as shown on the Drawings or as directed. 12 5) Where required, create a sediment basin providing 3,600 cubic feet of 13 storage per acre drained, or equivalent control measures for drainage 14 locations that serve an area with 10 or more disturbed acres at 1 time, not 15 including offsite areas. 16 b. Excavation of Sediment and Debris 17 1) Remove sediment and debris when accumulation affects the performance of 18 the devices, after a rain, and when directed. 19 J. Sandbags for Erosion Control 20 1. Construct a berm or dam of sandbags that will intercept sediment -laden storm water 21 runoff from disturbed areas, create a retention pond, detain sediment and release 22 water in sheet flow. 23 2. Fill each bag with sand so that at least the top 6 inches of the bag is unfilled to 24 allow for proper tying of the open end. 25 3. Place the sandbags with their tied ends in the same direction. 26 4. Offset subsequent rows of sandbags 1/2 the length of the preceding row. 27 5. Place a single layer of sandbags downstream as a secondary debris trap. 28 6. Place additional sandbags as necessary or as directed for supplementary support to 29 berms or dams of sandbags or earth. 30 K. Temporary Sediment -Control Fence 31 1. Provide temporary sediment -control fence near the downstream perimeter of a 32 disturbed area to intercept sediment from sheet flow. 33 2. Incorporate the fence into erosion -control measures used to control sediment in 34 areas of higher flow. Install the fence as shown on the Drawings, as specified in this 35 Section, or as directed. 36 a. Post Installation 37 1) Embed posts at least 18 inches deep, or adequately anchor, if in rock, with a 38 spacing of 6 to 8 feet and install on a slight angle toward the run-off source. 39 b. Fabric Anchoring 40 1) Dig trenches along the uphill side of the fence to anchor 6 to 8 inches of 41 fabric. 42 2) Provide a minimum trench cross-section of 6 x 6 inches 43 3) Place the fabric against the side of the trench and align approximately 2 44 inches of fabric along the bottom in the upstream direction. 45 4) Backfill the trench, then hand -tamp. 46 c. Fabric and Net Reinforcement Attachment CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 31 25 00 - 8 EROSION AND SEDIMENT CONTROL Page 8 of 9 1 1) Unless otherwise shown under the Drawings, attach the reinforcement to 2 wooden posts with staples, or to steel posts with T-clips, in at least 4 places 3 equally spaced. 4 2) Sewn vertical pockets may be used to attach reinforcement to end posts. 5 3) Fasten the fabric to the top strand of reinforcement by hog rings or cord 6 every 15 inches or less. 7 d. Fabric and Net Splices 8 1) Locate splices at a fence post with a minimum lap of 6 inches attached in at 9 least 6 places equally spaced, unless otherwise shown under the Drawings. 10 a) Do not locate splices in concentrated flow areas. 11 2) Requirements for installation of used temporary sediment -control fence 12 include the following: 13 a) Fabric with minimal or no visible signs of biodegradation (weak fibers) 14 b) Fabric without excessive patching (more than 1 patch every 15 to 20 15 feet) 16 c) Posts without bends 17 d) Backing without holes 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. Waste Management 25 1. Remove sediment, debris and litter as needed. 26 3.11 CLOSEOUT ACTIVITIES 27 A. Erosion control measures remain in place and are maintained until all soil disturbing 28 activities at the project site have been completed. 29 B. Establish a uniform vegetative cover with a density of 70 percent on all unpaved areas, 30 on areas not covered by permanent structures, or in areas where permanent erosion 31 control measures (i.e. riprap, gabions, or geotextiles) have been employed. 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE 34 A. Install and maintain the integrity of temporary erosion and sedimentation control 35 devices to accumulate silt and debris until earthwork construction and permanent 36 erosion control features are in place or the disturbed area has been adequately stabilized 37 as determined by the Engineer. 38 B. If a device ceases to function as intended, repair or replace the device or portions 39 thereof as necessary. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 312500-9 EROSION AND SEDIMENT CONTROL Page 9 of 9 1 C. Perform inspections of the construction site as prescribed in the Construction General 2 Permit TXR150000. 3 D. Records of inspections and modifications based on the results of inspections must be 4 maintained and available in accordance with the permit. 5 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 Division 32 - Exterior Improvements 320117-1 PERMANENT ASPHALT PAVING REPAIR Page 1 of 5 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 32 01 17 PERMANENT ASPHALT PAVING REPAIR 5 A. Section includes: 6 1. Flexible pavement repair to include, but not limited to: 7 a. Utility cuts (water, sanitary sewer, drainage, franchise utilities, etc.) 8 b. Warranty work 9 c. Repairs of damage caused by Contractor 10 d. Any permanent asphalt pavement repair needed during the course of 11 construction 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 16 Contract 17 2. Division 1 - General Requirements 18 3. Section 03 34 16 - Concrete Base Material for Trench Repair 19 4. Section 32 12 16 - Asphalt Paving 20 5. Section 32 13 13 - Concrete Paving 21 6. Section 33 05 10 - Utility Trench Excavation, Embedment and Backfill 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Asphalt Pavement Repair 25 a. Measurement 26 1) Measurement for this Item will be by the linear foot of Asphalt Pavement 27 Repair based on the defined width and roadway classification specified in 28 the Drawings. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under "Measurement" will be paid for at the unit 32 price bid price per linear foot of Asphalt Pavement Repair. 33 c. The price bid shall include: 34 1) Preparing final surfaces 35 2) Furnishing, loading, unloading, storing, hauling and handling all materials 36 including freight and royalty 37 3) Traffic control for all testing 38 4) Asphalt, aggregate, and additive 39 5) Materials and work needed for corrective action 40 6) Trial batches CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 320117-2 PERMANENT ASPHALT PAVING REPAIR Page 2 of 5 1 7) Tack coat 2 8) Removal and/or sweeping excess material 3 2. Asphalt Pavement Repair for Utility Service Trench 4 a. Measurement 5 1) Measurement for this Item will be by the linear foot of Asphalt Pavement 6 Repair centered on the proposed sewer service line measured from the face 7 of curb to the limit of the Asphalt Pavement Repair for the main sewer line. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 and measured as provided under "Measurement" will be paid for at the unit 11 price bid price per linear foot of "Asphalt Pavement Repair, Service" 12 installed for: 13 a) Various types of utilities 14 c. The price bid shall include: 15 1) Preparing final surfaces 16 2) Furnishing, loading, unloading, storing, hauling and handling all materials 17 including freight and royalty 18 3) Traffic control for all testing 19 4) Asphalt, aggregate, and additive 20 5) Materials and work needed for corrective action 21 6) Trial batches 22 7) Tack coat 23 8) Removal and/or sweeping excess material 24 3. Asphalt Pavement Repair Beyond Defined Width 25 a. Measurement 26 1) Measurement for this Item will be by the square yard for asphalt pavement 27 repair beyond pay limits of the defined width of Asphalt Pavement Repair 28 by roadway classification specified in the Drawings. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under "Measurement" will be paid for at the unit 32 price bid per square yard of Asphalt Pavement Repair Beyond Defined 33 Width. 34 c. The price bid shall include: 35 1) Preparing final surfaces 36 2) Furnishing, loading, unloading, storing, hauling and handling all materials 37 including freight and royalty 38 3) Traffic control for all testing 39 4) Asphalt, aggregate, and additive 40 5) Materials and work needed for corrective action 41 6) Trial batches 42 7) Tack coat 43 8) Removal and/or sweeping excess material 44 4. Extra Width Asphalt Pavement Repair 45 a. Measurement 46 1) Measurement for this Item will be by the square yard for surface repair 47 (does not include base repair) for: 48 a) Various thicknesses CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 320117-3 PERMANENT ASPHALT PAVING REPAIR Page 3 of 5 1 b. Payment 2 1) 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 square yard of Extra Width Asphalt Pavement Repair 5 c. The price bid shall include: 6 1) Preparing final surfaces 7 2) Furnishing, loading, unloading, storing, hauling and handling all materials 8 including freight and royalty 9 3) Traffic control for all testing 10 4) Asphalt, aggregate, and additive 11 5) Materials and work needed for corrective action 12 6) Trial batches 13 7) Tack coat 14 8) Removal and/or sweeping excess material 15 1.3 REFERENCES 16 A. Definitions 17 1. H.M.A.C. - Hot Mix Asphalt Concrete 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Permitting 20 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 21 and Public Works Department in conformance with current ordinances. 22 2. The Transportation and Public Works Department will inspect the paving repair 23 after construction. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 26 A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16. 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.11 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.12 FIELD CONDITIONS 32 A. Place mixture when the roadway surface temperature is 45 degrees F or higher and 33 rising unless otherwise approved. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 320117-4 PERMANENT ASPHALT PAVING REPAIR Page 4 of 5 1 1.13 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER -FURNISHED [NOT USED] 4 2.2 MATERIALS 5 A. Backfill 6 1. See Section 33 05 10. 7 B. Base Material 8 1. Concrete Base Material for Trench Repair: See Section 03 34 16. 9 2. Concrete Base: See Section 32 13 13. 10 C. Asphalt Paving: see Section 32 12 16. 11 1. H.M.A.C. paving: Type D. 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. Mark pavement cut for repairs for approval by the City. 20 2. Contractor and City meet prior to saw cutting to confirm limits of repairs. 21 3.4 INSTALLATION 22 A. General 23 1. Equipment 24 a. Use machine intended for cutting pavement. 25 b. Milling machines may be used as long as straight edge is maintained. 26 2. Repairs: In true and straight lines to dimensions shown on the Drawings. 27 3. Utility Cuts 28 a. In a true and straight line on both sides of the trench 29 b. Minimum of 12 inches outside the trench walls 30 c. If the existing flexible pavement is 2 feet or less between the lip of the existing 31 gutter and the edge of the trench repair, remove the existing paving to such 32 gutter. 33 4. Limit dust and residues from sawing from entering the atmosphere or drainage 34 facilities. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 320117-5 PERMANENT ASPHALT PAVING REPAIR Page 5 of 5 1 B. Removal 2 1. Use care to prevent fracturing existing pavement structure adjacent to the repair 3 area. 4 C. Base 5 1. Install replacement base material as specified in Drawings. 6 D. Asphalt Paving 7 1. H.M.A.0 placement: in accordance with Section 32 12 16 8 2. Type D surface mix 9 3. Depth: as specified in Drawings 10 4. Place surface mix in lifts not to exceed 3 inches. 11 5. Last or top lift shall not be less than 2 inches thick. 12 3.5 REPAIR/RESTORATION [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 23 END OF SECTION 24 25 Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A — Modified Items to be included in price bid; Added blue text for clarification 12/20/2012 D. Johnson of repair width on utility trench repair; Added a bid item for utility service trench repair. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 NOTE TO DESIGNER: WHERE ASPHALT EXISTS OVER CONCRETE PAVEMENT, THE ENGINEER SHALL PREPARE A PROJECT SPECIFIC DETAIL APPROVED BY T/PW. SAW —CUT (TYP.) EXISTING TREATED SUBGRADE (IF ANY) PROVIDE DENSITY AND THICKNESS TESTING PER SECTION 32 12 16 PART 3.6 ASPHALT TO BE PLACED IN TWO LIFTS TRENCH REPAIR LIMIT:: CONCRETE BASE MATERIAL FOR TRENCH REPAIR PER TACK COAT —\ SECTION 03 34 16 13' OR' 'ti"" ' 1:1-0"A"c " i ' ; '271' - • . .- • - ' ,/,/,,.7,/,', ,,, , , 1 rffni I + : • + + I IL•-/.1 ^, 4 4- BACKFILL MATERIA TRENCH WALL EXISTING [ HMAC PAVEMENT UNDISTURBED SUBGRADE CITY OF FORT WORTH, TEXAS FORT WORTH ASPHALT PAVEMENT TRENCH REPAIR - ARTERIAL & INDUSTRIAL STREETS REVISED: 08-31-2012 32 01 17-D520 NOTE TO DESIGNER: WHERE ASPHALT EXISTS OVER CONCRETE PAVEMENT, THE ENGINEER SHALL PREPARE A PROJECT SPECI=IC DETAIL APPROVED BY T/PW. SAW -CUT (TYP.) EXISTING TREATED SUBGRADE (IF ANY) E / /' / %// `rrfr; PROVIDE DENSITY AND THICKNESS TESTING PER SECTION 32 12 16 PART 3.6 TRENCH REPAIR LIMITS CONCRETE BASE MATERIAL FOR TRENCH REPAIR PER TACK COAT SECTION 03 34 16 BACKFILL MATERIAL TRENCH WALL EXISTING HMAC PAVEMENT UNDISTURBED SUBGRADE FORT WORTH CITY OF FORT WORTH, TEXAS ASPHALT PAVEMENT TRENCH REPAIR - RESIDENTIAL STREETS REVISED: 08-31-2012 32 01 17-D521 CONSTRUCTION JOINT WITH SILICONE JOINT SEALANT PER 32 13 13-D518 (TYP.) EXISTING TREATED SUBGRADE (IF ANY) STRENGTH AND THICKNESS TESTING SHALL BE PERFORMED PER SECTION 32 13 13 CLASS 'H' CONCRETE PAVING PER SECTION 32 13 13 OR 'HES' IF DESIGNATED ON DRAWINGS BACKFILL MATERIAL TRENCH REPAIR LIMITS JOINTING SHALL MATCH EXISTING LOCATIONS AND TYPES AS CLOSELY AS POSSIBLE #4 BARS 18" 0.C.E.W. TRENCH WALL #4x18" DEFORMED BARS DOWELED AND EPDXYED MIN. 6" INTO EXISTING PAVEMENT ® 18" 0.C. (TYP.) EXISTING CONCRETE 1/- PAVEMENT / NOTE: • FOR CONCRETE STREETS < 10 YRS OLD DIMENSION "X" SHALL EXTEND TO END OF PANEL, OTHERWISE "X" SHALL BE 12" UNDISTURBED SUBGRADE FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 CONCRETE PAVEMENT TRENCH REPAIR - RESIDENTIAL STREETS 32 01 29-D523 CONSTRUCTION JOINT WITH SILICONE JOINT SEALANT PER 32 13 13-D518 (TYP.) EXISTING TREATED SUBGRADE (IF ANY) • STRENGTH AND THICKNESS TESTING SHALL BE PERFORMED PER SECTION 32 13 13 TRENCH CLASS 'H' CONCRETE PAVING PER SECTION 32 13 13 OR 'HESIF DESIGNATED ON DRAWINGS '12 REPAIR LIMITS. JOINTING SHALL MATCH EXISTING LOCATIONS AND TYPES AS CLOSELY AS POSSIBLE BACKFILL MATERIAL 4 BARS (4 12" 0.C.E.W. 4 • , • TRENCH WALL r#4x18" DEFORMED BARS DOWELED AND EPDXYED MIN. 6" INTO EXISTING PAVEMENT © 12" 0.C. (TYP.) EXISTING iCONCRETE PAVEMENT UNDISTURBED SUBGRADE SUBGRADE NOTE: • FOR CONCRETE STREETS < 10 YRS OLD DIMENSION "X" SHALL EXTEND TO END OF PANEL, OTHERWISE "X" SHALL BE 12" CITY OF FORT WORTH, TEXAS FORT WORTH CONCRETE PAVEMENT TRENCH REPAIR - ARTERIAL & INDUSTRIAL STREETS REVISED: 08-31-2012 32 01 29-D522 3201 18 -1 TEMPORARY ASPHALT PAVING REPAIR 1 2 3 PART 1 - GENERAL SECTION 32 01 18 TEMPORARY ASPHALT PAVING REPAIR Page 1 of 3 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 1. 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 1. 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 1. H.M.A.C. — Hot Mix Asphalt Concrete 30 1.4 ADMINISTRATIVE REQUIREMENTS 31 A. Permitting 32 1. 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 FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 320118-2 TEMPORARY ASPHALT PAVING REPAIR Page 2 of 3 1 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 PART 2 - 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 1. 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. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 32 01 18 - 3 TEMPORARY ASPHALT PAVING REPAIR Page 3 of 3 1 B. Base 2 1. Install flexible base material per detail. 3 2. See Section 32 11 23. 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] 11 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 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321123-1 FLEXIBLE BASE COURSES 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 7 8 9 Page 1 of 7 SECTION 3.2 1123 FLEXIBLE BASE COURSES A. Section Includes 1. Foundation course for surface course or for other base course composed of flexible base constructed in one or more courses in conformity with the typical section. B. Deviations from City of Fort Worth Standards 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 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 18 19 20 21 22 23 24 25 26 16 Measurement: measured by the square yard of the required depth per plan of 17 completed flexible base course by type and gradation. 2. Payment: based on the work performed and materials placed and includes full compensation for: 1. a. b. c. d. e. f. g• preparation and correction of subgrade furnishing of material hauling blading sprinkling compacting and furnishing all labor and equipment necessary to complete the work. 27 1.3 REFERENCES 28 29 30 31 32 33 A. B. Definitions 1. RAP — Recycled Asphalt Pavement. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 34 2. ASTM International (ASTM): 35 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 36 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 37 3. Texas Department of Transportation (TXDOT): 38 a. Tex-104-E, Determining Liquid Limits of Soils 39 b. Tex-106-E, Calculating the Plasticity Index of Soils 40 c. Tex-107-E, Determining the Bar Linear Shrinkage of Soils CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321123-2 FLEXIBLE BASE COURSES Page 2 of 7 1 d. Tex-110-E, Particle Size Analysis of Soils 2 e. Tex-116-E, Ball Mill Method for Determining the Disintegration of Flexible 3 Base Material 4 f. Tex-117-E, Triaxial Compression for Disturbed Soils and Base Materials 5 g. Tex-411-A, Soundness of Aggregate Using Sodium Sulfate or Magnesium 6 Sulfate 7 h. Tex-413-A, Determining Deleterious Material in Mineral Aggregate 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 9 1.5 ACTION SUBMITTALS [NOT USED] 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS [NOT USED] 18 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 19 2.2 MATERIALS 20 A. General 21 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 22 the plans and specifications. 23 2. Obtain materials from approved sources. 24 3. Notify City of changes to material sources. 25 4. The City may sample and test project materials at any time before compaction 26 throughout the duration of the project to assure specification compliance. 27 B. Aggregate 28 1. Furnish aggregate of the type and grade shown on the plans and conforming to the 29 requirements of Table 1. 30 2. Each source must meet Table 1 requirements for liquid limit, plastiCity index, and 31 wet ball mill for the grade specified. 32 3. Do not use additives such as but not limited to lime, cement, or fly ash to modify 33 aggregates to meet the requirements of Table 1, unless shown on the plans. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321123-3 FLEXIBLE BASE COURSES 1 2 3 Table 1 Material Requirements Property Test Method Grade 1 Grade 2 Master gradation sieve size (% retained) 2-1/2 in. — 0 1-3/4in. 0 1 0-10 7/8 in. 3/8 in. No. 4 No. 40 Liquid limit, % max.' PlastiCity index, max.' Wet ball mill, % max.` Wet ball mill, % max. increase passing the No. 40 sieve Classification3 Min. compressive strength3, psi lateral pressure 0 psi lateral pressure 15 psi Tex-110-E Tex-104-E Tex-106-E Tex-I16-E Tex-I17-E 10-35 30-50 45-65 70-85 35 10 40 20 45-75 60-85 40 12 45 20 1.0 1.1-2.3 45 35 175 175 1. Determine plastic index in accordance with Tex-107-E (linear shrinkage) when liquid limit is unattainable as defined in Tex- 104-E. 2. When a soundness value is required by the plans, test material in accordance with Tex-411-A. 3. Meet both the classification and the minimum compressive strength, unless otherwise shown on the plans. Page 3 of 7 4 5 4. Material Tolerances: 6 a) The City may accept material if no more than 1 of the 5 most recent gradation 7 tests has an individual sieve outside the specified limits of the gradation. 8 b) When target grading is required by the plans, no single failing test may exceed 9 the master grading by more than 5 percentage points on sieves No. 4 and larger 10 or 3 percentage points on sieves smaller than No. 4. 11 c) The City may accept material if no more than 1 of the 5 most recent plasticity 12 index tests is outside the specified limit. No single failing test may exceed the 13 allowable limit by more than 2 points. 14 5. Material Types 15 a) Do not use fillers or binders unless approved. 16 b) Furnish the type specified on the plans in accordance with the following: 17 1) Type A 18 a) Crushed stone produced and graded from oversize quarried aggregate 19 that originates from a single, naturally occurring source. 20 b) Do not use gravel or multiple sources. 21 2) Type B 22 a) Only for use as base material for temporary pavement repairs. 23 b) Do not exceed 20% RAP by weight unless shown on plans. 24 3) Type D 25 a) Type A material or crushed concrete. 26 b) Crushed concrete containing gravel will be considered Type D 27 material. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321I23-4 FLEXIBLE BASE COURSES Page 4of7 1 c) The City may require separate dedicated stockpiles in order to verify 2 compliance. 3 d) Crushed concrete must meet the following requirements: 4 (1) Table 1 for the grade specified. 5 (2) Recycled materials must be free from reinforcing steel and other 6 objectionable material and have at most 1.5 percent deleterious 7 material when tested in accordance with TEX-413-A. 8 C. Water 9 1. Furnish water free of industrial wastes and other objectionable matter. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION 16 A. General 17 1. Shape the subgrade or existing base to conform to the typical sections shown on the 18 plans or as directed. 19 2. When new base is required to be mixed with existing base: 20 a. Deliver, place, and spread the new flexible base in the required amount. 21 b. Manipulate and thoroughly mix the new base with existing material to provide 22 a uniform mixture to the specified depth before shaping. 23 B. Subgrade Compaction 24 1. Proof roll the roadbed before pulverizing or scarifying in accordance with the 25 following: 26 a. Proof Rolling 27 1) City Project Representative must be on -site during proof rolling operations. 28 2) Use equipment that will apply sufficient load to identify soft spots that rut 29 or pump. 30 (1) Acceptable equipment includes fully loaded single -axle water truck 31 with a 1500 gallon capacity. 32 3) Make at least 2 passes with the proof roller (down and back = 1 pass) 33 4) Offset each trip by at most 1 tire width. 34 5) If an unstable or non -uniform area is found, correct the area. 35 b. Correct 36 1) Soft spots that rut or pump greater than 3/4 inch. 37 2) Areas that are unstable or non -uniform. 38 2. Installation of base material cannot proceed until compacted subgrade approved by 39 the City. 40 3.4 INSTALLATION 41 A. General CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321123-5 FLEXIBLE BASE COURSES Page 5 of 7 1 1. Construct each layer uniformly, free of loose or segregated areas, and with the 2 required density and moisture content. 3 2. Provide a smooth surface that conforms to the typical sections, lines, and grades 4 shown on the plans or as directed. 5 3. Haul approved flexible base in clean, covered trucks. 6 B. Equipment 7 1. General: Provide machinery, tools, and equipment necessary for proper execution 8 of the work. 9 2. Rollers: 10 a. The CONTRACTOR may use any type of roller to meet the production rates 11 and quality requirements of the Contract unless otherwise shown on the plans 12 or directed. 13 b. When specific types of equipment are required, use equipment that meets the 14 specified requirements. 15 c. Alternate Equipment. 16 1) Instead of the specified equipment, the CONTRACTOR may, as approved, 17 operate other compaction equipment that produces equivalent results. 18 2) Discontinue the use of the alternate equipment and furnish the specified 19 equipment if the desired results are not achieved. 20 d. City may require CONTRACTOR to substitute equipment if production rate 21 and quality requirements of the Contract are not met. 22 C. Placing 23 1. Spread and shape flexible base into a uniform layer by approved means the same 24 day as delivered unless otherwise approved. 25 2. Place material such that it is mixed to minilnize segregation. 26 3. Construct layers to the thickness shown on the plans, while maintaining the shape 27 of the course. 28 4. Where subbase or base course exceeds 6 inches in thickness, construct in two or 29 more courses of equal thickness. 30 5. Minimum lift depth: 3 inches. 31 6. Control dust by sprinkling. 32 7. Correct or replace segregated areas as directed. 33 8. Place successive base courses and finish courses using the same construction 34 methods required for the first course. 35 D. Compaction 36 1. General: 37 a. Compact using density control unless otherwise shown on the plans. 38 b. Multiple lifts are permitted when shown on the plans or approved. 39 c. Bring each layer to the moisture content directed. When necessary, sprinkle the 40 material to the extent necessary to provide not less than the required density. 41 d. Compact the full depth of the subbase or base to the extent necessary to remain 42 firm and stable under construction equipment. 43 2. Rolling. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321123-6 FLEXIBLE BASE COURSES Page 6 of 7 1 a. Begin rolling longitudinally at the sides and proceed towards the center, 2 overlapping on successive trips by at least 1/2 the width of the roller unit. 3 b. On superelevated curves, begin rolling at the low side and progress toward the 4 high side. 5 c. Offset alternate trips of the roller. 6 d. Operate rollers at a speed between 2 and 6 mph as directed. 7 e. Rework, recompact, and refinish material that fails to meet or that loses 8 required moisture, density, stability, or finish before the next course is placed or 9 the project is accepted. 10 f. Continue work until specification requirements are met. 11 g. Proof roll the compacted flexible base in accordance with the following: 12 1) Proof Rolling 13 a) City Project Representative must be on -site during proof rolling 14 operations. 15 b) Use equipment that will apply sufficient load to identify soft spots that 16 rut or pump. 17 (1) Acceptable equipment includes fully loaded single -axle water truck 18 with a 1500 gallon capacity. 19 c) Make at least 2 passes with the proof roller (down and back = 1 pass). 20 d) Offset each trip by at most 1 tire width. 21 e) If an unstable or non -uniform area is found, correct the area. 22 2) Correct 23 a) Soft spots that rut or pump greater than 3/4 inch. 24 b) Areas that are unstable or non -uniform. 25 3. Tolerances 26 a. Maintain the shape of the course by blading. 27 b. Completed surface shall be smooth and in conformity with the typical sections 28 shown on the plans to the established lines and grades. 29 c. For subgrade beneath paving surfaces, correct any deviation in excess of 1/4 30 inch in cross section in length greater than 16 feet measured longitudinally by 31 loosening, adding or removing material. Reshape and recompact by sprinkling 32 and rolling. 33 d. Correct all fractures, settlement or segregation immediately by scarifying the 34 areas affected, adding suitable material as required. Reshape and recompact by 35 sprinkling and rolling. 36 e. Should the subbase or base course, due to any reason, lose the required 37 stability, density and finish before the surfacing is complete, it shall be 38 recompacted at the sole expense of the CONTRACTOR. 39 4. Density Control. 40 a. Minimum Density: 95 percent compaction as determined by ASTM D698. 41 b. Moisture content: minus 2 to plus 4 of optimum. 42 E. Finishing 43 1. After completing compaction, clip, skin, or tight -blade the surface with a 44 maintainer or subgrade trimmer to a depth of approximately 1/4 inch. 45 2. Remove loosened material and dispose of it at an approved location. 46 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic 47 tire roller until a smooth surface is attained. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 201 321123-7 FLEXIBLE BASE COURSES Page 7 of 7 1 4. Add small increments of water as needed during rolling. 2 5. Shape and maintain the course and surface in conformity with the typical sections, 3 lines, and grades as shown on the plans or as directed. 4 6. In areas where surfacing is to be placed, correct grade deviations greater than 1/4 5 inch in 16 feet measured longitudinally or greater than 1/4 inch over the entire 6 width of the cross-section. 7 7. Correct by loosening, adding, or removing material. 8 8. Reshape and recompact in accordance with 3.4.C. 9 3.5 [REPAIR]/[RESTORATION] [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 QUALITY CONTROL 12 A. Density Test 13 1. City to measure density of flexible base course. 14 a. Notify City Project Representative when flexible base ready for density testing. 15 b. Spacing directed by City (1 per block minimum). 16 c. City Project Representative determines location of density testing. 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 27 28 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321129-1 LIME TREATED BASE COURSES 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 32 11 29 LIME TREATED BASE COURSES Page 1 of 9 5 A. Section Includes 6 1. 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 1. 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 1. 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 1) 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 1) furnishing the material 39 2) all freight involved 40 3) all unloading, storing, and handling CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321129-2 LIME TREATED BASE COURSES Page 2 of 9 1 b. Lime Treatment: based on the work performed and placed and includes full 2 compensation for: 3 1) preparing the roadbed, 4 2) loosening, pulverizing application of lime, water content in the slurry 5 mixture and the mixing water 6 3) mixing, shaping, sprinkling, compacting, finishing, curing and maintaining 7 4) for manipulations required 8 5) and for all labor, equipment, fuels, tools and incidentals necessary to 9 complete the work. 10 1.3 REFERENCES 11 A. Definitions 12 1. Hydrated Lime: dry powdered material consisting of calcium hydroxide. 13 2. Commercial Lime Slurry: liquid mixture of hydrated lime solids and water 14 delivered to a project in slurry form. 15 3. Quicklime: dry material consisting of calcium oxide furnished in either of two 16 grades: 17 a. Grade DS — grade of "pebble" quicklime suitable for use in the preparation of 18 slurry for wet placing. 19 b. Grade S — finely graded quicklime for use only in the preparation of slurry for 20 wet placing. 21 B. 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. ASTM International (ASTM): 26 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 27 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 28 b. D6938, Standard Test Method for In -Place Density and Water Content of Soil 29 and Soil -Aggregate by Nuclear Methods (Shallow Depth) 30 3. Texas Department of Transportation (TXDOT): 31 a. Tex-101-E, Preparing Soil and Flexible Base Materials for Testing 32 b. Tex-140-E, Measuring Thickness of Pavement Layer 33 c. Tex-600-J, Sampling and Testing of Hydrated Lime, Quicklime and 34 Commercial Lime Slurry 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 ACTION SUBMITTALS [NOT USED] 37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 38 1.7 CLOSEOUT SUBMITTALS [NOT USED] 39 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 40 1.9 QUALITY ASSURANCE [NOT USED] 41 1.10 DELIVERY AND STORAGE 42 A. Truck Delivered Lime CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321129-3 LIME TREATED BASE COURSES Page 3 of 9 1 1. Each truck ticket shall bear the weight of lime measured on certified scales. 2 2. Submit delivery tickets, certified by supplier, that include weight with each bulk 3 delivery of lime to the site. 4 1.11 SITE CONDITIONS 5 A. Start lime application only when the air temperature is at least 35°F and rising or is at 6 least 40°F. Measure temperature in the shade and away from artificial heat. 7 B. Suspend application when the City determines that weather conditions are unsuitable. 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS 10 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 11 2.2 MATERIALS 12 A. General 13 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 14 the plans and specifications. 15 2. Notify the City of the proposed material sources and of changes to material sources. 16 3. Obtain verification from the City that the specification requirements are met before 17 using the sources. 18 4. The City may sample and test project materials at any time before compaction. 19 B. Lime 20 1. Hydrated Lime 21 a. pulnpable suspension of solids in water 22 b. solids portion of the mixture when considered as a basis of "solids content," 23 shall consist of principally hydrated lime of a quality and fineness sufficient to 24 meet the chemical and physical requirements. 25 2. Dry Lime: Do not use unless approved by City. 26 3. Quicklime 27 a. Use quicklime only when specified by the City. 28 b. dry material consisting of essentially calcium oxide. 29 c. Furnished in either of two grades: 30 1) Grade DS 31 2) Grade S 32 4. Furnish lime that meets the following requirements 33 a. Chemical Requirements 34 Table 2 35 Lime Chemical Requirements Hydrated Commercial Lime Quicklime Lime Slurry Total "active" lime 90.0 Min 87.0 Min content, percent by weight Unhydrated lime 5.0 Max 87.0 Min content, percent by CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321129-4 LIME TREATED BASE COURSES weight Ca0 "Free Water" content, percent by weight water 5.0 Max 1 b. Physical Requirements 2 3 4 5 6 7 8 Table 3 Lime Physical Requirements Hydrated Commercial Lime Quicklime Lime Slurry Wet Sieve Requirement, As percentage by Weight Residue: Retained on No. 6 sieve Retained on No. 30 sieve Dry Sieve Requirement, As percentage by Weight Residue: Retained on a 1-in sieve Retained on a 3/4 —in sieve Retained on a No. 100 sieve 0.2 Max 4.0 Max 0.2 Max 4.0 Max 8.0 Max 0.0 10.0 Max Grade Ds — 80 Min Grade S — no limits Retained on a No. 6 sieve 0.2 Max 0.2 Max 8.0 Max` 1 The amount total "active" lime content, as CaO, in the material retained on the No. 6 sieve must not exceed 2.0% by weight of the original quicklime. c. Slurry Grades Table 4 Lime Slurry Grades Minimum Dry Solids Contents by Percentage of the Slurry Grade 1 31 Grade 2 35 Grade 3 46 Page 4 of 9 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. 11 D. Water: Furnish water free of industrial wastes and other objectionable material. 12 E. Fill: See Section 31 23 23. CITY OF FORT WORTH 2008 CAPITOL IMPROVENIENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321129-5 LIME TREATED BASE COURSES Page 5 of 9 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 7 A. Shape the subgrade or existing base to conform to the typical sections shown on the 8 plans or as directed. 9 3.4 INSTALLATION 10 A. General 11 1. Produce a completed course of treated material containing: 12 a. uniform lime mixture, free from loose or segregated areas. 13 b. uniform density and moisture content. 14 c. well bound for full depth. 15 d. with smooth surface and suitable for placing subsequent courses. 16 2. Maximum layer depth of lime treatment in single layer: 8 inches. 17 3. For treated subgrade exceeding 8 inches deep, pulverize, apply lime, mix, compact 18 and finish in equal layers not exceeding 5 inches deep. 19 B. Equipment 20 1. General: Provide machinery, tools, and equipment necessary for proper execution 21 of the work. 22 2. Rollers: 23 a. The CONTRACTOR may use any type of roller to meet the production rates 24 and quality requirements of the Contract unless otherwise shown on the plans 25 or directed. 26 b. When specific types of equipment are required, use equipment that meets the 27 specified requirements. 28 c. Alternate Equipment. 29 1) Instead of the specified equipment, the CONTRACTOR may, as approved, 30 operate other compaction equipment that produces equivalent results. 31 2) Discontinue the use of the alternate equipment and furnish the specified 32 equipment if the desired results are not achieved. 33 d. City may require CONTRACTOR to substitute equipment if production rate 34 and quality requirements of the Contract are not met. 35 3. Storage Facility. Store quicklime and dry hydrated lime in closed, weatherproof 36 containers. 37 4. Slurry Equipment. 38 a. Use slurry tanks equipped with agitation devices to slurry hydrated lime or 39 quicklime on the project or other approved location. 40 b. The City may approve other slurrying methods. 41 c. Provide a pump for agitating the slurry when the distributor truck is not 42 equipped with an agitator. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321129-6 LIME TREATED BASE COURSES Page 6 of 9 1 5. Pulverization Equipment. 2 a. Provide pulverization equipment that: 3 1) cuts and pulverizes material uniformly to the proper depth with cutters that 4 plane to a uniform surface over the entire width of the cut, 5 2) provides a visible indication of the depth of cut at all times, and uniformly 6 mixes the materials. 7 C. Pulverization. 8 1. Pulverize or scarify existing material after shaping so that 100 percent passes a 2 9 1/2 inch sieve. 10 2. If the material cannot be uniformly processed to the required depth in a single pass, 11 excavate and windrow the material to expose a secondary grade to achieve 12 processing to plan depth. 13 D. Application of Lime. 14 1. Uniformly apply lime as shown on the plans or as directed. 15 2. Add lime at the percentage specified in plans. 16 3. Apply lime only on an area where mixing can be completed during the same 17 working day. 18 4. Minimize dust and scattering of lime by wind. Do not apply lime when wind 19 conditions, in the opinion of the City, cause blowing lime to become dangerous to 20 traffic or objectionable to adjacent property owners. 21 5. Slurry Placement. 22 a. Hydrated Lime 23 1) Mix Lime with water and apply slurry 24 2) Apply Type B, commercial lime slurry, with a lime percentage not less 25 applicable for grade used 26 3) Distribute lime at the rate shown on the plans 27 4) Make successive passes over a measured surface of roadway until the 28 proper moisture and lime content have been achieved. 29 b. Quicklime 30 1) Spread the residue for the Quicklime slurrying procedure uniformly over 31 the length of the roadway. 32 2) Residue is primarily inert material with little stabilizing value; however, 33 may contain a small amount of Quicklime particles that slake slowly. A 34 concentration of these particles could cause the compacted stabilized 35 material to swell during slaking. 36 E. Mixing. 37 1. Begin mixing within 6 hours of application of lime. 38 2. Hydrated lime exposed to the open air for 6 hours or more between application and 39 mixing, or that experiences excessive loss due to washing or blowing, will not be 40 accepted for payment. 41 3. Thoroughly mix the material and lime using approved equipment. 42 4. Mix until a homogeneous, friable mixture of material and lime is obtained, free 43 from all clods and lumps. 44 5. Do not mix greater than 1 inch deeper than the stabilization depth specified. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321129-7 LIME TREATED BASE COURSES Page 7 of 9 1 6. Materials containing plastic clay or other materials that are not readily mixed with 2 lime shall be mixed as thoroughly as possible at the time of lime application, 3 brought to the proper moisture content and sealed with a pneumatic roller. 4 7. Allow the mixture to cure for 72 hours or as directed by City. 5 8. When pebble grade quicklime is used, allow the mixture to cure for 2 to 4 days. 6 9. Sprinkle the treated materials during the mixing and curing operation to achieve 7 adequate hydration and proper moisture content. 8 10. After curing, resume mixing until a homogeneous, friable mixture is obtained. 9 11. After mixing, City will sample the mixture at roadway moisture and test in 10 accordance with Tex-101-E, Part III, to determine compliance with the gradation 11 requirements in Table 5. 12 Table 5 13 Gradation Requirements (Minimum % Passing) Sieve Size Base 1-3/4 in. 100 3/4 in. 85 14 No.4 60 15 F. Compaction. 16 1. General 17 a. Begin compaction immediately after final mixing. 18 b. Aerate and sprinkle as necessary to provide optimum moisture content. 19 c. Multiple lifts are permitted when shown on the plans or approved. 20 d. Bring each layer to the moisture content directed. 21 2. Rolling 22 a. Begin rolling longitudinally at the sides and proceed toward the center, 23 overlapping on successive trips by at least one-half the width of the roller unit. 24 b. On superelevated curves, begin rolling at the low side and progress toward the 25 high side. 26 c. Offset alternate trips of the roller. 27 d. Operate rollers at a speed between 2 and 6 MPH or as directed. 28 e. Rework, recompact, and refinish material that fails to meet or that loses 29 required moisture, density, stability, or finish before the next course is placed or 30 the project is accepted. 31 1) Continue work until specification requirements are met. 32 2) Rework in accordance with Maintenance item of this Section. 33 f. Proof roll the lime treated base course in accordance with the following: 34 1) Proof Rolling 35 a) City Project Representative must be on -site during proof rolling 36 operations. 37 b) Use equipment that will apply sufficient load to identify soft spots that 38 rut or pump. 39 (1) Acceptable equipment includes fully loaded single -axle water truck 40 with a 1500 gallon capacity. 41 c) Make at least 2 passes with the proof roller (down and back = 1 pass). 42 d) Offset each trip by at most 1 tire width. 43 e) If an unstable or non -uniform area is found, correct the area. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 321129-8 LIME TREATED BASE COURSES Page 8 of 9 1 2) Correct 2 a) Soft spots that rut or pump greater than 3/4 inch. 3 b) Areas that are unstable or non -uniform. 4 3. Density Control 5 a. Compact until the entire depth of the mixture has achieved a uniform density of 6 not less than 95 percent of the maximum density as determined by ASTM 7 D698. 8 b. Moisture content: minus 2 to plus 4 optimum. 9 G. Maintenance 10 1. Maintain the completed soil lime base in good condition, satisfactory to the City as 11 to grade, crown and cross section until the overlaying or next course is constructed. 12 2. Keep surface of the compacted course moist until covered by other base or 13 pavement. 14 3. Reworking a Section. 15 a. When a section is reworked within 72 hours after completion of compaction, 16 rework the section to provide the required density. 17 b. When a section is reworked more than 72 hours after completion of 18 compaction, add additional lime at 25 percent of the percentage specified. 19 c. Reworking includes loosening, adding material or removing unacceptable 20 material if necessary, mixing as directed, compacting, and finishing. 21 H. Finishing. 22 1. After completing compaction of the final course, clip, skin, or tight -blade the 23 surface of the lime -treated material with a maintainer or subgrade trimmer to a 24 depth of approximately 1/4 inch. 25 2. Remove loosened material and dispose of at an approved location. 26 3. Roll the clipped surface immediately with a pneumatic tire roller until a smooth 27 surface is attained. 28 4. Add small amounts of water as needed during rolling. 29 5. Shape and maintain the course and surface in conformity with the typical sections, 30 lines, and grades shown on the plans or as directed. 31 I. Curing. 32 1. Cure for the minimum number of days shown in Table 6 and by finished pavement 33 type: 34 a. Concrete pavement: 35 1) Sprinkle with water 36 2) Maintain moisture during curing 37 3) Do not allow equipment on the finished course during curing except as 38 required for sprinkling. 39 b. Asphalt Pavement: 40 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 41 2) Do not allow equipment on the finished course during curing. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321129-9 LIME TREATED BASE COURSES Page 9 of 9 1 Table 6 2 Minimum Curing Requirements Before Placing Subsequent Courses' Untreated Material Curing (Days) 1 PI__<35 2 PI> 35 5 1 1. Subject to the approval of the City. Proof rolling may be required as an indicator of adequate curing. 3 2. Begin paving operations or add courses within 14 calendar days of final 4 compaction. 5 3.5 [REPAIR]/[RESTORATION] [NOT USED] 6 3.6 RE -INSTALLATION [NOT USED] 7 3.7 QUALITY CONTROL 8 A. Density Test 9 1. City Project Representative must be on site during density testing 10 2. City to measure density of lime treated base course in accordance with ASTM 11 D6938. 12 3. Spacing directed by City (1 per block minimum). 13 4. City Project Representative determines density testing locations. 14 B. Depth Test 15 1. In -place depth will be evaluated for each 500-foot roadway section 16 2. Determine in accordance with Tex-140-E in hand excavated holes. 17 3. For each 500-foot section, 3 phenolphthalein tests will be performed. 18 4. City Project Representative determines depth testing locations. 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 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 32 12 16 ASPHALT PAVING 32 12 16 - 1 ASPHALT PAVING Page 1 of 25 5 A. Section Includes: 6 1. Constructing a pavement layer composed of a compacted, dense -graded mixture of 7 aggregate and asphalt binder for surface or base courses 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. Section 32 01 17 - Permanent Asphalt Paving Repair 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Asphalt Pavement 17 a. Measurement 18 1) Measurement for this Item shall be by the square yard of completed and 19 accepted asphalt pavement in its final position for various: 20 a) Thicknesses 21 b) Types 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" will be paid for at the unit 25 price bid per 26 c. The price bid shall include: 27 1) Shaping and fine grading the placement area 28 2) Furnishing, loading, unloading, storing, hauling and handling all materials 29 including freight and royalty 30 3) Traffic control for all testing 31 4) Asphalt, aggregate, and additive 32 5) Materials and work needed for corrective action 33 6) Trial batches 34 7) Tack coat 35 8) Removal and/or sweeping excess material 36 2. H.M.A.C. Transition 37 a. Measurement 38 1) Measurement for this Item shall be by the ton of composite Hot Mix 39 Asphalt required for H.M.A.C. Transition. 40 b. Payment CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 321216-2 ASPHALT PAVING Page 2 of 25 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" will be paid for at the unit 3 price bid per ton of Hot Mix Asphalt. 4 c. The price bid shall include: 5 1) Shaping and fine grading the roadbed 6 2) Furnishing, loading, unloading, storing, hauling and handling all materials 7 including freight and royalty 8 3) Traffic control for all testing 9 4) Asphalt, aggregate, and additive 10 5) Materials and work needed for collective action 11 6) Trial batches 12 7) Tack coat 13 8) Removal and/or sweeping excess material 14 3. Asphalt Base Course 15 a. Measurement 16 1) Measurement for this Item shall be by the square yard of Asphalt Base 17 Course completed and accepted in its final position for: 18 a) Various thicknesses 19 b) Various types 20 b. Payment 21 1) The work performed and materials furnished in accordance with this Item 22 and measured as provided under "Measurement" will be paid for at the unit 23 price bid per square yard of Asphalt Base Course. 24 c. The price bid shall include: 25 1) Shaping and fine grading the roadbed 26 2) Furnishing, loading, unloading, storing, hauling and handling all materials 27 including freight and royalty 28 3) Traffic control for all testing 29 4) Asphalt, aggregate, and additive 30 5) Materials and work needed for collective action 31 6) Trial batches 32 7) Tack coat 33 8) Removal and/or sweeping excess material 34 4. H.M.A.C. Pavement Level Up 35 a. Measurement 36 1) Measurement for this Item shall be by the ton of H.M.A.C. completed and 37 accepted in its final position. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under "Measurement" will be paid for at the unit 41 price bid per ton of H.M.A.C. 42 c. The price bid shall include: 43 1) Shaping and fine grading the roadbed 44 2) Furnishing, loading, unloading, storing, hauling and handling all materials 45 including freight and royalty 46 3) Traffic control for all testing 47 4) Asphalt, aggregate, and additive 48 5) Materials and work needed for corrective action 49 6) Trial batches CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32 12 16 - 3 ASPHALT PAVING Page 3 of 25 1 7) Tack coat 2 8) Removal and/or sweeping excess material 3 5. H.M.A.C. Speed Cushion 4 a. Measurement 5 1) Measurement for this Item shall be per each H.M.A.C. Speed Cushion 6 installed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement" will be paid for at the unit 10 price bid per each H.M.A.C. Speed Cushion installed and accepted in its 11 final position. 12 c. The price bid shall include: 13 1) Shaping and fine grading the roadbed 14 2) Furnishing, loading, unloading, storing, hauling and handling all materials 15 including freight and royalty 16 3) Traffic control for all testing 17 4) Asphalt, aggregate, and additive 18 5) Materials and work needed for corrective action 19 6) Trial batches 20 7) Tack coat 21 8) Removal and/or sweeping excess material 22 1.3 REFERENCES 23 A. Abbreviations and Acronyms 24 1. RAP (reclaimed asphalt pavement) 25 2. SAC (surface aggregate classification) 26 3. BRSQC (Bituminous Rated Source Quality Catalog) 27 4. AQMP (Aggregate Quality Monitoring Program) 28 5. H.M.A.C. (Hot Mix Asphalt Concrete) 29 6. WMA (Warm Mix Asphalt) 30 B. Reference Standards 31 1. Reference standards cited in this specification refer to the current reference standard 32 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. National Institute of Standards and Technology (NIST) 35 a. Handbook 44 - 2007 Edition: Specifications, Tolerances, and Other Technical 36 Requirements for Weighing and Measuring Devices 37 3. ASTM International (ASTM): 38 a. ASTM D6084 - 06 Standard Test Method for Elastic Recovery of Bituminous 39 Materials by Ductilometer 40 4. American Association of State Highway and Transportation Officials 41 a. MP2 Standard Specification for Superpave Volumetric Mix Design 42 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt 43 (HMA) 44 c. T 201, Kinematic Viscosity of Asphalts (Bitumens) CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCfION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 321216-4 ASPHALT PAVING Page 4 of 25 1 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary 2 Viscometer 3 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder 4 Using Rotational Viscometer 5 f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt 6 Binder Using the Bending Beam Rheometer (BBR) 7 5. Texas Department of Transportation 8 a. Bituminous Rated Source Quality Catalog (BRSQC) 9 b. TEX 100-E, Surveying and Sampling Soils for Highways 10 c. Tex 106-E, Calculating the Plasticity Index of Soils 11 d. Tex 107-E, Determining the Bar Linear Shrinkage of Soils 12 e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates 13 f. Tex 203-F, Sand Equivalent Test 14 g. Tex-204-F, Design of Bituminous Mixtures 15 h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures 16 i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse 17 Aggregates 18 j. Tex-226-F, Indirect Tensile Strength Test 19 k. Tex-227-F, Theoretical Maximum Specific Gravity of Bituminous Mixtures 20 1. Tex-243-F, Tack Coat Adhesion 21 m. Tex-244-F, Thermal profile of Hot Mix Asphalt 22 n. Tex 280-F, Determination of Flat and Elongated Particles 23 o. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates 24 (Decantation Test for Concrete Aggregates) 25 p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete 26 q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine 27 r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium 28 s. Tex 460-A, Determining Crushed Face Particle Count 29 t. Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion 30 u. Sulfate 31 v. Tex-530-C, Effect of Water on Bituminous Paving Mixtures 32 w. Tex-540-C, Measurement of Polymer Separation on Heating in Modified 33 Asphalt Systems 34 x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders 35 y. Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales 36 z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters 37 aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 ACTION SUBMITTALS [NOT USED] 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.B.1. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 321216-5 ASPHALT PAVING Page 5 of 25 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 CONDITIONS 6 A. Weather Conditions 7 1. Place mixture when the roadway surface temperature is equal to or higher than the 8 temperatures listed in Table 1. 9 Table 1 10 Minimum Pavement Surface Temperatures Minimum Pavement Surface Temperatures in Degrees Fahrenheit Originally Specified High Subsurface Layers or Surface Layers Placed in Temperature Binder Night Paving Operations Daylight Operations Grade PG64 or lower 45 50 PG 70 551 601 PG 76 or higher 601 601 11 ''Contractors may pave at temperatures 10°F lower than the values shown in Table 1 12 when utilizing a paving process including WMA or equipment that eliminates thermal 13 segregation. In such cases, the contractor must use either a hand held thermal camera 14 or a hand held infrared thermometer operated in accordance with Tex-244-F to 15 demonstrate to the satisfaction of the City that the uncompacted mat has no more than 16 10° F of thermal segregation. 17 18 2. Unless otherwise shown on the Drawings, place mixtures only when weather 19 conditions and moisture conditions of the roadway surface are suitable in the 20 opinion of the City. 21 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS 24 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. General 27 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 28 the Drawings and specifications. 29 2. Notify the City of all material sources. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 321216-6 ASPHALT PAVING Page 6 of 25 1 3. Notify the City before changing any material source or formulation. 2 4. When the Contractor makes a source or formulation change, the City will verify 3 that the requirements of this specification are met and may require a new laboratory 4 mixture design, trial batch, or both. 5 5. The City may sample and test project materials at any time during the project to 6 verify compliance. 7 6. The depth of the compacted lift should be at least 2 times the nominal maximum 8 aggregate size. 9 B. Aggregate 10 1. General 11 a. Furnish aggregates from sources that conform to the requirements shown in 12 Table 1, and as specified in this Section, unless otherwise shown on the 13 Drawings. 14 b. Provide aggregate stockpiles that meet the definition in this Section for either 15 coarse aggregate or fine aggregate. 16 c. When reclaimed asphalt pavement (RAP) is allowed by Drawing note, provide 17 RAP stockpiles in accordance with this Section. 18 d. Aggregate from RAP is not required to meet Table 2 requirements unless 19 otherwise shown on the Drawings. 20 e. Supply mechanically crushed gravel or stone aggregates that meet the 21 definitions in Tex 100 E. 22 f. Samples must be from materials produced for the project. 23 g. The City will establish the surface aggregate classification (SAC) and perform 24 Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests. 25 h. Perform all other aggregate quality tests listed in Table 2. 26 i. Document all test results on the mixture design report. 27 j. The City may perform tests on independent or split samples to verify 28 Contractor test results. 29 k. Stockpile aggregates for each source and type separately and designate for the 30 City. 31 1. Determine aggregate gradations for mixture design and production testing 32 based on the washed sieve analysis given in Tex 200 F, Part II. 33 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 Table 2 Aggregate Quality Requirements Property I Test Method Coarse Aggregate SAC AQMP Deleterious material, percent, max 'Decantation, percent, max Micro-Deval abrasion, percent, max Los Angeles abrasion, percent, max Magnesium sulfate soundness, 5 cycles, percent, maxi Coarse aggregate angularity, 2 crushed faces, percent, min Tex 460-A, Part I 'Flat and elongated particles @ 5:1, percent, max Tex-280-F Fine Aggregate Linear shrinkage, percent, max Tex-217-F, Part I Tex-217-F, Part II Tex-461-A Tex-410-A 1 Tex-411-A 1 Combined Aggregate Tex-107-E 321216-7 ASPHALT PAVING Page 7 of 25 Requirement As shown on Drawings 1.5 1.5 Note 1 40 302 853 10 3 Sand equivalent, percent, min Tex-203-F 45 1. Not used for acceptance purposes. Used by the City as an indicator of the need for further investigation. 2. Unless otherwise shown on the Drawings. 3. Unless otherwise shown on the Drawings. Only applies to crushed gravel. 1 m. Coarse Aggregate 2 1) Coarse aggregate stockpiles must have no more than 20 percent material 3 passing the No. 8 sieve. 4 2) Maximum aggregate size should not be over half of the proposed lift depth 5 to prevent particle on particle contact issues. 6 3) Provide aggregates from sources listed in the BRSQC. 7 4) Provide aggregate from unlisted sources only when tested by the City 8 and/or approved before use. 9 5) Allow 30 calendar days for the City to sample, test, and report results for 10 unlisted sources. 11 6) Class B aggregate meeting all other requirements in Table 2 may be 12 blended with a Class A aggregate in order to meet requirements for Class A 13 materials. 14 7) When blending Class A and B aggregates to meet a Class A requirement, 15 ensure that at least 50 percent by weight of the material retained on the 16 No. 4 sieve comes from the Class A aggregate source. 17 8) Blend by volume if the bulk specific gravities of the Class A and B 18 aggregates differ by more than 0.300. 19 9) When blending, do not use Class C or D aggregates. 20 10) For blending purposes, coarse aggregate from RAP will be considered as 21 Class B aggregate. 22 11) Provide coarse aggregate with at least the minimum SAC shown on the 23 Drawings. 24 12) SAC requirements apply only to aggregates used on the surface of travel 25 lanes, unless otherwise shown on the Drawings. 26 n. RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 321216-8 ASPHALT PAVING Page 8 of 25 1 1) No RAP permitted for TYPE D H.M.A.C. 2 2) Use no more than 20 percent RAP on TYPE B H.M.A.C. unless otherwise 3 shown on the Drawings. 4 3) Crush or break RAP so that 100 percent of the particles pass the 2 inch 5 sieve. 6 4) RAP from either Contractor or City, including RAP generated during the 7 project, is permitted only when shown on the Drawings. 8 5) City -owned RAP, if allowed for use, will be available at the location 9 shown on the Drawings. 10 6) When RAP is used, determine asphalt content and gradation for mixture 11 design purposes. 12 7) Perform other tests on RAP when shown on the Drawings. 13 8) When RAP is allowed by plan note, use no more than 30 percent RAP in 14 Type A or B mixtures unless otherwise shown on the Drawings. 15 9) Do not use RAP contaminated with dirt or other objectionable materials. 16 10) Do not use the RAP if the decantation value exceeds 5 percent and the 17 plasticity index is greater than 8. 18 11) Test the stockpiled RAP for decantation in accordance with the laboratory 19 method given in Tex-406-A, Part I. 20 12) Determine the plasticity index using Tex-106-E if the decantation value 21 exceeds 5 percent. 22 13) The decantation and plasticity index requirements do not apply to RAP 23 samples with asphalt removed by extraction. 24 14) Do not intermingle Contractor -owned RAP stockpiles with City -owned 25 RAP stockpiles. 26 15) Remove unused Contractor -owned RAP material from the project site upon 27 completion of the project. 28 16) Return unused City -owned RAP to the designated stockpile location. 29 0. Fine Aggregate 30 1) Fine aggregates consist of manufactured sands, screenings, and field sands. 31 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3. 32 3) Supply fine aggregates that are free from organic impurities. 33 4) The City may test the fine aggregate in accordance with Tex-408-A to 34 verify the material is free from organic impurities. 35 5) At most 15 percent of the total aggregate may be field sand or other 36 uncrushed fine aggregate. 37 6) With the exception of field sand, use fine aggregate from coarse aggregate 38 sources that meet the requirements shown in Table 2, unless otherwise 39 approved. 40 7) If 10 percent or more of the stockpile is retained on the No. 4 sieve, test the 41 stockpile and verify that it meets the requirements in Table 1 for coarse 42 aggregate angularity (Tex-460-A) and flat and elongated particles 43 (Tex-280-F). CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32 12 16 - 9 ASPHALT PAVING Page 9 of 25 Table 3 Gradation Requirements for Fine Aggregate percent Passing by Weight or Sieve Size Volume 3/8" 100 #8 70-100 #200 I 0-30 1 2 2. Mineral Filler 3 a. Mineral filler consists of finely divided mineral matter such as agricultural 4 lime, crusher fines, hydrated lime, cement, or fly ash. 5 b. Mineral filler is allowed unless otherwise shown on the Drawings. 6 c. Do not use more than 2 percent hydrated lime or cement, unless otherwise 7 shown on the Drawings. The Drawings may require or disallow specific 8 mineral fillers. When used, provide mineral filler that: 9 1) Is sufficiently dry, free -flowing, and free from clumps and foreign matter; 10 2) Does not exceed 3 percent linear shrinkage when tested in accordance with 11 Tex-107-E; and meets the gradation requirements in Table 4. 12 13 Table 4 Gradation Requirements for Mineral Filler percent Passing by Weight or Sieve Size Volume #8 100 #200 55-100 14 15 3. Baghouse Fines 16 a. Fines collected by the baghouse or other dust -collecting equipment may be 17 reintroduced into the mixing drum 18 4. Asphalt Binder 19 a. Furnish the type and grade of performance -graded (PG) asphalt binder specified 20 as follows: 21 1) Performance -Graded Binders (PG Binders) 22 a) Must be smooth and homogeneous 23 b) Show no separation when tested in accordance with Tex-540-C 24 c) Meet Table 5 requirements CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 PG 58 Property and Test Method -22 I -28 I -34 Average 7-day max pavement design temperature, °CI < 58 >- >- >- Min pavement design temperature, °CI 22 28 34 Table 5 Performance -Graded Binders Performance Grade PG64 PG70 -16 I -22 I -28 I -34 -16 I -22 I -28 I -34 -16 >- 16 < 64 >- >- >- 22 28 34 < 70 >- >- >- >- 16 22 28 34 ORIGINAL BINDER Flash point, T 48, Min, °C 230 Viscosity, T 316:2 3 Max, 3.0 Paxs, test temperature, °C 135 Dynamic shear, T 315:4 G*/sin(d), Min, 1.00 kPa Test temperature @ 10 rad/sec., °C Elastic recovery, D 6084, 50°F, percent Min Mass loss, Tex-541-C, Max, percent Dynamic shear, T 315: G*/sin(d), Min, 2.20 kPa Test temperature @ 10 rad/sec., °C 58 58 >- 16 PG 76 -22 I -28 < 76 >- I >- 22 I 28 -34 >- 34 32 12 16 - 10 ASPHALT PAVING Page 10 of 25 -16 >- 16 PG 82 -22 < 82 >- 22 64 70 76 82 30 — — 30 50 — 30 50 ROLLING THIN-FILM OVEN (Tex-541-C) 1 60 30 50 60 70 50 -28 >- 28 60 70 64 70 76 82 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 Property and Test Method PAV aging temperature, °C Dynamic shear, T 315: G*/sin(d), Max, 5000 kPa Test temperature @ 10 rad/sec., °C Creep stiffness, T 313:''' S, max, 300 MPa, in -value, min, 0.300 Test temperature @ 60 sec., °C Direct tension, T 314:6 Failure strain, min, 1.0 percent Test temperature @ 1.0 mm/min., °C 321216-11 ASPHALT PAVING Page 11 of 25 Table 5 (continued) Performance -Graded Binders Performance Grade PG 58 PG 64 PG 70 PG 76 PG 82 -22 I -28 I -34 -16 I -22 I -28 I -34 -16 I -22 I -28 I -34 -16 I -22 I -28 I -34 -16 I -22 I -28 PRESSURE AGING VESSEL (PAV) RESIDUE (R 28) 100 25 22 19 28 25 22 19 28 25 22 19 28 25 22 19 28 25 22 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 1. Pavement temperatures are estimated from air temperatures using an algorithm contained in a Department -supplied computer program, may be provided by the Department, or by following the procedures outlined in AASHTO MP 2 and PP 28. 2. This requirement may be waived at the Department's discretion if the supplier warrants that the asphalt binder can be adequately pumped, mixed, and compacted at temperatures that meet all applicable safety, environmental, and constructability requirements. At test temperatures where the binder is a Newtonian fluid, any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316). 3. Viscosity at I35°C is an indicator of mixing and compaction temperatures that can be expected in the lab and field. High values may indicate high mixing and compaction temperatures. Additionally, significant variation can occur from batch to batch. Contractors should be aware that variation could significantly impact their mixing and compaction operations. Contractors are therefore responsible for addressing any constructability issues that may arise. 4. For quality control of unmodified asphalt binder production, measurement of the viscosity of the original asphalt binder may be substituted for dynamic shear measurements of G*/sin(d) at test temperatures where the asphalt is a Newtonian fluid. Any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316). 5. Silicone beam molds, as described in AASHTO TP 1-93, are acceptable for use. 6. If creep stiffness is below 300 MPa, direct tension test is not required. If creep stiffness is between 300 and 600 MPa, the direct tension failure strain requirement can be used instead of the creep stiffness requirement. The in -value requirement must be satisfied in both cases. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32 12 16 - 12 ASPHALT PAVING Page 12 of 25 1 2 b. Separation testing is not required if: 3 1) A modifier is introduced separately at the mix plant either by injection in 4 the asphalt line or mixer, 5 2) The binder is blended on site in continuously agitated tanks, or binder 6 acceptance is based on field samples taken from an in -line sampling port at 7 the hot mix plant after the addition of modifiers. 8 5. Tack Coat 9 a. Unless otherwise shown on the Drawings or approved, furnish CSS-1H, SS-1H, 10 or a PG binder with a minimum high -temperature grade of PG 58 for tack coat 11 binder in accordance with Section 2.2.A.5. 12 6. Additives 13 a. General 14 1) When shown on the Drawings, use the type and rate of additive specified. 15 2) Other additives that facilitate mixing or improve the quality of the mixture 16 may be allowed when approved. 17 b. Liquid Antistripping Agent 18 1) Furnish and incorporate all required asphalt antistripping agents in asphalt 19 concrete paving mixtures and asphalt -stabilized base mixtures to meet 20 moisture resistance testing requirements. 21 2) Provide a liquid antistripping agent that is uniform and shows no evidence 22 of crystallization, settling, or separation. 23 3) Ensure that all liquid antistripping agents arrive in: 24 a) Properly labeled and unopened containers, as shipped from the 25 manufacturer, or 26 b) Sealed tank trucks with an invoice to show contents and quantities 27 c) Provide product information to the City including: 28 (1) Material safety data sheet 29 (2) Specific gravity of the agent at the manufacturer's recommended 30 addition temperature, 31 (3) Manufacturer's recommended dosage range, and 32 (4) Handling and storage instructions 33 4) Addition of lime or a liquid antistripping agent at the Mix Plant, 34 incorporate into the binder as follows: 35 a) Handle in accordance with the manufacturer's recommendations. 36 b) Add at the manufacturer's recommended addition temperature. 37 c) Add into the asphalt line by means of an in -line -metering device. 38 c. Liquid Asphalt Additive Meters 39 1) Provide a means to check the accuracy of meter output for asphalt primer, 40 fluxing material, and liquid additives. 41 2) Furnish a meter that reads in increments of 0.1 gal. or less. 42 3) Verify accuracy of the meter in accordance with Tex-923-K. 43 4) Ensure the accuracy of the meter within 5.0 percent. 44 7. Mixes 45 a. Design Requirements 46 1) Unless otherwise shown on the Drawings, use the typical weight design 47 example given in Tex-204-F, Part I, to design a mixture meeting the 48 requirements listed in Tables 2 through 8. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 Sieve Size 1-1/2" 1" 3/4" 1/2" 3/8" #4 #8 #30 #50 #200 32 12 16 - 13 ASPHALT PAVING Page 13 of 25 1 2) Furnish the City with representative samples of all materials used in the 2 mixture design. 3 3) The City will verify the mixture design. 4 4) If the design cannot be verified by the City, furnish another mixture design. 5 Table 6 Master Gradation Bands ( percent Passing by Weight or Volume) and Volumetric Properties B C Fine Coarse Base Surface 98.0-100.0 84.0-98.0 95.0-100.0 60.0-80.0 70.0-85.0 40.0-60.0 43.0-63.0 29.0-43.0 32.0-44.0 13.0-28.0 14.0-28.0 6.0-20.0 7.0-21.0 2.0-7.0 2.0-7.0 Design VMAI, percent Minimum 13.0 14.0 Plant -Produced VMA, percent Minimum 12.0 13.0 1. Voids in Mineral Aggregates. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 8. Warm Mix Asphalt (WMA) 21 a. WMA is defined as additives or processes that allow a reduction in the 22 temperature at which asphalt mixtures are produced and placed. 23 b. WMA is allowed for use at the Contractor's option unless otherwise shown on 24 the Drawings. 25 c. Produce an asphalt mixture within the temperature range of 215 degrees F and 26 275 degrees F. D Fine Surface 98.0-100.01 85.0-100.0 j 50.0-70.0 35.0-46.0 15.0-29.0 7.0-20.0 2.0-7.0 15.0 14.0 Table 7 Laboratory Mixture Design Properties Property Test Method Target laboratory -molded density, percent Tex-207-F Tensile strength (dry), psi (molded to 93 percent ±1 percent density) Tex 226 F Boil test3 Tex-530-C 1. Unless otherwise shown on the Drawings. 2. May exceed 200 psi when approved and may be waived when approved. 3. Used to establish baseline for comparison to production results. May be waived when approved. Requirement 96.0' 85-2002 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32 12 16 - 14 ASPHALT PAVING Page 14 of 25 1 d. When WMA is not required by Drawings, produce an asphalt mixture within the temperature range of 215 degrees F and 275 degrees F. 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 10 A. Hauling Operations 11 1. Before use, clean all truck beds to ensure mixture is not contaminated. 12 2. When a release agent is necessary to coat truck beds, use a release agent approved 13 by the City. 14 3. Petroleum based products, such as diesel fuel, should not be used. 15 4. If wind, rain, temperature or haul distance impacts cooling, insulate truck beds or 16 cover the truck bed with tarpaulin. 17 5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover 18 the truck bed with tarpaulin. 19 3.4 INSTALLATION 20 A. Equipment 21 1. General 22 a. Provide required or necessary equipment to produce, haul, place, compact, and 23 core asphalt concrete pavement. 24 b. Ensure weighing and measuring equipment complies with specification. 25 c. Synchronize equipment to produce a mixture meeting the required proportions. 26 2. Production Equipment 27 a. Provide: 28 1) Drum -mix type, weigh -batch, or modified weigh -batch mixing plants that 29 ensure a uniform, continuous production 30 2) Automatic proportioning and measuring devices with interlock cut-off 31 circuits that stop operations if the control system malfunctions 32 3) Visible readouts indicating the weight or volume of asphalt and aggregate 33 proportions 34 4) Safe and accurate means to take required samples by inspection forces 35 5) Permanent means to check the output of metering devices and to perform 36 calibration and weight checks 37 6) Additive -feed systems to ensure a uniform, continuous material flow in the 38 desired proportion 39 3. Weighing and Measuring Equipment 40 a. General CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32 12 16 - 15 ASPHALT PAVING Page 15 of 25 1 1) Provide weighing and measuring equipment for materials measured or 2 proportioned by weight or volume. 3 2) Provide certified scales, scale installations, and measuring equipment 4 meeting the requirements of NIST Handbook 44, except that the required 5 accuracy must be 0.4 percent of the material being weighed or measured. 6 3) Furnish leak -free weighing containers large enough to hold a complete 7 batch of the material being measured. 8 b. Truck Scales 9 1) Furnish platform truck scales capable of weighing the entire truck or truck- 10 trailer combination in a single draft. 11 c. Aggregate Batching Scales 12 1) Equip scales used for weighing aggregate with a quick adjustment at zero 13 that provides for any change in tare. 14 2) Provide a visual means that indicates the required weight for each 15 aggregate. 16 d. Suspended Hopper 17 1) Provide a means for the addition or the removal of small amounts of 18 material to adjust the quantity to the exact weight per batch. 19 2) Ensure the scale equipment is level. 20 e. Belt Scales 21 1) Use belt scales for proportioning aggregate that are accurate to within 1.0 22 percent based on the average of 3 test runs, where no individual test run 23 exceeds 2.0 percent when checked in accordance with Tex-920-K. 24 f. Asphalt Material Meter 25 1) Provide an asphalt material meter with an automatic digital display of the 26 volume or weight of asphalt material. 27 2) Verify the accuracy of the meter in accordance with Tex-921-K. 28 3) When using the asphalt meter for payment purposes, ensure the accuracy of 29 the meter is within 0.4 percent. 30 4) When used to measure component materials only and not for payment, 31 ensure the accuracy of the meter is within 1.0 percent. 32 g. Liquid Asphalt Additive Meters 33 1) Provide a means to check the accuracy of meter output for asphalt primer, 34 fluxing material, and liquid additives. 35 2) Furnish a meter that reads in increments of 0.1 gallon or less. 36 3) Verify accuracy of the meter in accordance with Tex-923-K. 37 4) Ensure the accuracy of the meter within 5.0 percent. 38 4. Drum -Mix Plants. Provide a mixing plant that complies with the requirements 39 below. 40 a. Aggregate Feed System 41 1) Provide: 42 a) A minimum of 1 cold aggregate bin for each stockpile of individual 43 materials used to produce the mix 44 b) Bins designed to prevent overflow of material 45 c) Scalping screens or other approved methods to remove any oversized 46 material, roots, or other objectionable materials 47 d) A feed system to ensure a uniform, continuous material flow in the 48 desired proportion to the dryer 49 e) An integrated means for moisture compensation CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32 12 16 - 16 ASPHALT PAVING Page 16 of 25 f) Belt scales, weigh box, or other approved devices to measure the weight of the combined aggregate Cold aggregate bin flow indicators that automatically signal interrupted material flow b. Reclaimed Asphalt Pavement (RAP) Feed System 1) Provide a separate system to weigh and feed RAP into the hot mix plant. c. Mineral Filler Feed System 1) Provide a closed system for mineral filler that maintains a constant supply with minimal loss of material through the exhaust system. 2) Interlock the measuring device into the automatic plant controls to automatically adjust the supply of mineral filler to plant production and provide a consistent percentage to the mixture. d. Heating, Drying, and Mixing Systems 1) Provide: a) A dryer or mixing system to agitate the aggregate during heating b) A heating system that controls the temperature during production to prevent aggregate and asphalt binder damage c) A heating system that completely burns fuel and leaves no residue d) A recording thermometer that continuously measures and records the mixture discharge temperature e) Dust collection system to collect excess dust escaping from the drum. e. Asphalt Binder Equipment 1) Supply equipment to heat binder to the required temperature. 2) Equip the heating apparatus with a continuously recording thermometer located at the highest temperature point. 3) Produce a 24 hour chart of the recorded temperature. 4) Place a device with automatic temperature compensation that accurately meters the binder in the line leading to the mixer. 5) Furnish a sampling port on the line between the storage tank and mixer. Supply an additional sampling port between any additive blending device and mixer. f. Mixture Storage and Discharge g. g) 1) 2) 3) Date Project identification number Plant identification Mix identification Vehicle identification Total weight of the load Tare weight of the vehicle h) Weight of mixture in each load i) Load number or sequential ticket number for the day Truck Scales 1) Provide standard platform scales at an approved location. Provide a surge -storage system to minimize intelTuptions during operations unless otherwise approved. Furnish a gob hopper or other device to minimize segregation in the bin. Provide an automated system that weighs the mixture upon discharge and produces a ticket showing: a) b) c) d) e) 0 g) CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 3212 16 - 17 ASPHALT PAVING Page 17 of 25 1 5. Weigh -Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4 2 "Drum -Mix Plants," except as required below: 3 a. Screening and Proportioning 4 1) Provide enough hot bins to separate the aggregate and to control 5 proportioning of the mixture type specified. 6 a) Supply bins that discard excessive and oversized material through 7 overflow chutes. 8 b) Provide safe access for inspectors to obtain samples from the hot bins. 9 b. Aggregate Weigh Box and Batching Scales 10 1) Provide a weigh box and batching scales to hold and weigh a complete 11 batch of aggregate. 12 2) Provide an automatic proportioning system with low bin indicators that 13 automatically stop when material level in any bin is not sufficient to 14 complete the batch. 15 c. Asphalt Binder Measuring System 16 1) Provide bucket and scales of sufficient capacity to hold and weigh binder 17 for 1 batch. 18 d. Mixer 19 1) Equipment mixers with an adjustable automatic timer that controls the dry 20 and wet mixing period and locks the discharge doors for the required 21 mixing period 22 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage. 23 6. Modified Weigh -Batch Plants. Provide a mixing plant that complies with Section 24 2.2.B.5. "Weigh -Batch Plants," except as specifically described below. 25 a. Aggregate Feeds 26 1) Aggregate control is required at the cold feeds. Hot bin screens are not 27 required. 28 b. Surge Bins 29 1) Provide 1 or more bins large enough to produce 1 complete batch of 30 mixture. 31 c. Hauling Equipment 32 1) Provide trucks with enclosed sides to prevent asphalt mixture loss. 33 2) Cover each load of mixture with waterproof tarpaulins. 34 3) Before use, clean all truck beds to ensure the mixture is not contaminated. 35 4) When necessary, coat the inside truck beds with an approved release agent 36 from the City. 37 d. Placement and Compaction Equipment 38 1) Provide equipment that does not damage underlying pavement. 39 2) Comply with laws and regulations concerning overweight vehicles. 40 3) When permitted, other equipment that will consistently produce satisfactory 41 results may be used. 42 7. Asphalt Paver 43 a. General 44 1) Furnish a paver that will produce a finished surface that meets longitudinal 45 and transverse profile, typical section, and placement requirements. 46 2) Ensure the paver does not support the weight of any portion of hauling 47 equipment other than the connection. 48 3) Provide loading equipment that does not transmit vibrations or other 49 motions to the paver that adversely affect the finished pavement quality. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 321216-18 ASPHALT PAVING Page 18 of 25 1 4) Equip the paver with an automatic, dual, longitudinal -grade control system 2 and an automatic, transverse -grade control system. 3 b. Tractor Unit 4 1) Supply a tractor unit that can push or propel vehicles, dumping directly into 5 the finishing machine to obtain the desired lines and grades to eliminate any 6 hand finishing. 7 2) Equip the unit with a hitch sufficient to maintain contact between the 8 hauling equipment's rear wheels and the finishing machine's pusher rollers 9 while mixture is unloaded. 10 c. Screed 11 1) Provide a heated compacting screed that will produce a finished surface 12 that meets longitudinal and transverse profile, typical section, and 13 placement requirements. 14 2) Screed extensions must provide the same compacting action and heating as 15 the main unit unless otherwise approved. 16 d. Grade Reference 17 1) Provide a grade reference with enough support that the maximum 18 deflection does not exceed 1/16 inch between supports. 19 2) Ensure that the longitudinal controls can operate from any longitudinal 20 grade reference including a string line, ski, mobile string line, or matching 21 shoes. 22 3) Furnish paver skis or mobile string line at least 40 feet long unless 23 otherwise approved. 24 8. Material Transfer Devices 25 a. Provide the specified type of device when shown on the Drawings. 26 b. Ensure the devices provide a continuous, uniform mixture flow to the asphalt 27 paver. 28 c. When used, provide windrow pick-up equipment constructed to pick up 29 substantially all roadway mixture placed in the windrow. 30 9. Remixing Equipment 31 a. When required, provide equipment that includes a pug mill, variable pitch 32 augers, or variable diameter augers operating under a storage unit with a 33 minimum capacity of 8 tons. 34 10. Motor Grader 35 a. When allowed, provide a self-propelled grader with a blade length of at least 12 36 feet and a wheelbase of at least 16 feet. 37 11. Handheld Infrared Thermometer 38 a. Provide a handheld infrared thermometer meeting the requirements of 39 Tex-244-F. 40 12. Rollers 41 a. The Contractor may use any type of roller to meet the production rates and 42 quality requirements of the Contract unless otherwise shown on the Drawings 43 or directed. 44 b. When specific types of equipment are required, use equipment that meets the 45 specified requirements. 46 c. Alternate Equipment 47 1) Instead of the specified equipment, the Contractor may, as approved, 48 operate other compaction equipment that produces equivalent results. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT SD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32 12 16 - 19 ASPHALT PAVING Page 19 of 25 1 2) Discontinue the use of the alternate equipment and furnish the specified 2 equipment if the desired results are not achieved. 3 d. City may require Contractor to substitute equipment if production rate and 4 quality requirements of the Contract are not met. 5 13. Straightedges and Templates. Furnish 10 foot straightedges and other templates as 6 required or approved. 7 14. Distributor vehicles 8 a. Furnish vehicle that can achieve a uniform tack coat placement. 9 b. The nozzle patterns, spray bar height and distribution pressure must work 10 together to produce uniform application. 11 c. The vehicle should be set to provide a "double lap" or "triple lap" coverage. 12 d. Nozzle spray patterns should be identical to one another along the distributor 13 spray bar. 14 e. Spray bar height should remain constant. 15 f. Pressure within the distributor must be capable of forcing the tack coat material 16 out of spray nozzles at a constant rate. 17 15. Coring Equipment 18 a. When coring is required, provide equipment suitable to obtain a pavement 19 specimen meeting the dimensions for testing. 20 B. Construction 21 1. Design, produce, store, transport, place, and compact the specified paving mixture 22 in accordance with the requirements of this Section. 23 2. Unless otherwise shown on the Drawings, provide the mix design. 24 3. The City will perform quality assurance (QA) testing. 25 4. Provide quality control (QC) testing as needed to meet the requirements of this 26 Section. 27 C. Production Operations 28 1. General 29 a. The City may suspend production for noncompliance with this Section. 30 b. Take corrective action and obtain approval to proceed after any production 31 suspension for noncompliance. 32 2. Operational Tolerances 33 a. Stop production if testing indicates tolerances are exceeded on any of the 34 following: 35 1) 3 consecutive tests on any individual sieve 36 2) 4 consecutive tests on any of the sieves 37 3) 2 consecutive tests on asphalt content 38 b. Begin production only when test results or other information indicate, to the 39 satisfaction of the City, that the next mixture produced will be within Table 9 40 tolerances. 41 3. Storage and Heating of Materials 42 a. Do not heat the asphalt binder above the temperatures specified in Section 43 2.2.A. or outside the manufacturer's recommended values. 44 b. On a daily basis, provide the City with the records of asphalt binder and hot- 45 mix asphalt discharge temperatures in accordance with Table 10. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32 12 16 - 20 ASPHALT PAVING Page 20 of 25 1 c. Unless otherwise approved, do not store mixture for a period long enough to 2 affect the quality of the mixture, nor in any case longer than 12 hours. 3 4. Mixing and Discharge of Materials 4 a. Notify the City of the target discharge temperature and produce the mixture 5 within 25 degrees F of the target. 6 b. Monitor the temperature of the material in the truck before shipping to ensure 7 that it does not exceed 350 degrees F. The City will not pay for or allow 8 placement of any mixture produced at more than 350 degrees F. 9 c. Control the mixing time and temperature so that substantially all moisture is 10 removed from the mixture before discharging from the plant. 11 D. Placement Operations 12 1. Place the mixture to meet the typical section requirements and produce a smooth, 13 finished surface or base course with a uniform appearance and texture. 14 2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches. 15 3. Place mixture so longitudinal joints on the surface course coincide with lane lines, 16 or as directed. Ensure that all finished surfaces will drain properly. 17 4. When End Dump Trucks are used, ensure the bed does not contact the paver when 18 raised. 19 5. Placement can be performed by hand in situations where the paver cannot place it 20 adequately due to space restrictions. 21 6. Hand -placing should be minimized to prevent aggregate segregation and surface 22 texture issues. 23 7. All hand placement shall be checked with a straightedge or template before rolling 24 to ensure uniformity. 25 8. Place mixture within the compacted lift thickness shown in Table 9, unless 26 otherwise shown on the Drawings or otherwise directed. 27 Table 9 28 Compacted Lift Thickness and Required Core Height Compacted Lift Thickness I Mixture Type Minimum Maximum (in.) (in.) B 2.00 3.00 C 2.00 2.50 D 1.50 2.00 29 30 9. Tack Coat 31 a. Clean the surface before placing the tack coat. Unless otherwise approved, 32 apply tack coat uniformly at the rate directed by the City. 33 b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per 34 square yard of surface area. 35 c. Apply a thin, uniform tack coat to all contact surfaces of curbs, structures, and 36 all joints. 37 d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal 38 beam guard fence and structures. 39 e. Roll the tack coat with a pneumatic -tire roller when directed. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32 12 16 - 21 ASPHALT PAVING Page 21 of 25 1 f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive 2 properties. 3 g. The City may suspend paving operations until there is adequate adhesion. 4 h. The tack coat should be placed with enough time to break or set before 5 applying hot mix asphalt layers. 6 i. Traffic should not be allowed on tack coats. 7 j. When a tacked road surface must be opened to traffic, they should be covered 8 with sand to provide friction and prevent pick-up. 9 k. A typical rate for applying a sand cover is 4 to 8 lbs/square yard. 10 10. General placement requirements 11 a. Material should be delivered to maintain a relatively constant head of material 12 in front of the screed. 13 b. The hopper should never be allowed to empty during paving. 14 c. Dumping wings between trucks not allowed. Dispose of at end of days 15 production. 16 E. Lay -Down Operation 17 1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture 18 placement temperatures. 19 2. Windrow Operations. When hot mix is placed in windrows, operate windrow 20 pickup equipment so that substantially all the mixture deposited on the roadbed is 21 picked up and loaded into the paver. 22 Table 10 23 Suggested Minimum Mixture Placement Temperature High -Temperature Minimum Placement Binder Grade Temperature (Before Entering Paver) PG 64 or lower 260°F PG 70 270°F PG 76 280°F PG 82 or higher 290°F 24 F. Compaction 25 1. Use air void control unless ordinary compaction control is specified on the 26 Drawings. 27 2. Avoid displacement of the mixture. If displacement occurs, correct to the 28 satisfaction of the City. 29 3. Ensure pavement is fully compacted before allowing rollers to stand on the 30 pavement. 31 4. Unless otherwise directed, use only water or an approved release agent on rollers, 32 tamps, and other compaction equipment. 33 5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture. 34 6. Unless otherwise directed, operate vibratory rollers in static mode when not 35 compacting, when changing directions, or when the plan depth of the pavement mat 36 is less than 1-1/2 inches. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32 12 16 - 22 ASPHALT PAVING Page 22 of 25 1 7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers, 2 and similar structures and in locations that will not allow thorough compaction with 3 the rollers. 4 8. The City may require rolling with a trench roller on widened areas, in trenches, and 5 in other limited areas. 6 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to 7 traffic unless otherwise directed. 8 10. When directed, sprinkle the finished mat with water or limewater to expedite 9 opening the roadway to traffic. 10 11. Air Void Control 11 a. General 12 1) Compact dense -graded hot -mix asphalt to contain from 5 percent to 9 13 percent in -place air voids. 14 2) Do not increase the asphalt content of the mixture to reduce pavement air 15 voids. 16 b. Rollers 17 1) Furnish the type, size, and number of rollers required for compaction, as 18 approved. 19 2) Use a pneumatic -tire roller to seal the surface, unless otherwise shown on 20 the Drawings. 21 3) Use additional rollers as required to remove any roller marks. 22 c. Air Void Determination 23 1) Unless otherwise shown on the Drawings, obtain 2 roadway specimens at 24 each location selected by the City for in -place air void determination. 25 2) The City will measure air voids in accordance with Tex-207-F and 26 Tex-227-F. 27 3) Before drying to a constant weight, cores may be predried using a Corelok 28 or similar vacuum device to remove excess moisture. 29 4) The City will use the average air void content of the 2 cores to calculate the 30 in -place air voids at the selected location. 31 d. Air Voids Out of Range 32 1) If the in -place air void content in the compacted mixture is below 5 percent 33 or greater than 9 percent, change the production and placement operations 34 to bring the in -place air void content within requirements. 35 e. Test Section 36 1) Construct a test section of 1 lane -width and at most 0.2 miles in length to 37 demonstrate that compaction to between 5 percent and 9 percent in -place 38 air voids can be obtained. 39 2) Continue this procedure until a test section with 5 percent to 9 percent in- 40 place air voids can be produced. 41 3) The City will allow only 2 test sections per day. 42 4) When a test section producing satisfactory in -place air void content is 43 placed, resume full production. 44 12. Ordinary Compaction Control 45 a. Furnish the type, size, and number of rollers required for compaction, as 46 approved. Furnish at least 1 medium pneumatic -tire roller (minimum 12-ton 47 weight). CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 321216-23 ASPHALT PAVING Page 23 of 25 1 b. Use the control strip method given in Tex-207-F, Part IV, to establish rolling 2 patterns that achieve maximum compaction. 3 c. Follow the selected rolling pattern unless changes that affect compaction occur 4 in the mixture or placement conditions. 5 d. When such changes occur, establish a new rolling pattern. 6 e. Compact the pavement to meet the requirements of the Drawings and 7 specifications. 8 f. When rolling with the 3-wheel, tandem or vibratory rollers, start by first rolling 9 the joint with the adjacent pavement and then continue by rolling longitudinally 10 at the sides. 11 g. Proceed toward the center of the pavement, overlapping on successive trips by 12 at least 1 ft., unless otherwise directed. 13 h. Make alternate trips of the roller slightly different in length. 14 i. On superelevated curves, begin rolling at the low side and progress toward the 15 high side unless otherwise directed. 16 G. Irregularities 17 1. Identify and correct irregularities including, but not limited to segregation, rutting, 18 raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller 19 marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate 20 particles. 21 2. The City may also identify irregularities, and in such cases, the City shall promptly 22 notify the Contractor. 23 3. If the City determines that the irregularity will adversely affect pavement 24 performance, the City may require the Contractor to remove and replace (at the 25 Contractor's expense) areas of the pavement that contain the irregularities and areas 26 where the mixture does not bond to the existing pavement. 27 4. If irregularities are detected, the City may require the Contractor to immediately 28 suspend operations or may allow the Contractor to continue operations for no more 29 than 1 day while the Contractor is taking appropriate corrective action. 30 5. The City may suspend production or placement operations until the problem is 31 corrected. 32 6. At the expense of the Contractor and to the satisfaction of the City, remove and 33 replace any mixture that does not bond to the existing pavement or that has other 34 surface irregularities identified above. 35 3.5 REPAIR 36 A. See Section 32 01 17. 37 3.6 QUALITY CONTROL 38 A. Production Testing 39 1. Perform production tests to verify asphalt paving meets the performance standard 40 required in the Drawings and specifications. 41 2. City to measure density of asphalt paving with nuclear gauge. 42 3. City to core asphalt paving from the normal thickness of section once acceptable 43 density achieved. City identifies location of cores. 44 a. Minimum core diameter: 4 inches CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 321216-24 ASPHALT PAVING Page 24 of 25 1 b. Minimum spacing: 200 feet 2 c. Minimum of 1 core every block 3 d. Alternate lanes between core 4 4. City to use cores to determine pavement thickness and calculate theoretical density. 5 a. City to perform theoretical density test a minimum of 1 per day per street. 6 B. Density Test 7 1. The average measured density of asphalt paving must meet specified density. 8 2. Average of measurements per street not meeting the minimum specified strength 9 shall be subject to the money penalties or removal and replacement at the 10 Contractor's expense as show in Table 11. 11 12 13 14 15 16 Table 11 Density Payment Schedule Percent Rice Percent of Contract Price Allowed 89 and lower remove and replace at the entire cost and expense of Contractor as directed by City. 90 75-percent 91-93 100-percent 94 90-percent 95 75-percent Over 95 remove and replace at the entire cost and expense of Contractor as directed by City. 3. The amount of penalty shall be deducted from payment due to Contractor. 4. These requirements are in addition to the requirements of Article 1.2. 17 C. Pavement Thickness Test 18 1. City measure each core thickness by averaging at least 3 measurements. 19 2. The number of tests and location shall be at the discretion of the City, unless 20 otherwise specified in the special provisions or on the Drawings. 21 3. In the event a deficiency in the thickness of pavement is revealed during production 22 testing, subsequent tests necessary to isolate the deficiency shall be at the 23 Contractor's expense. 24 4. The cost for additional coring test shall be at the same rate charged by commercial 25 laboratories. 26 5. Where the average thickness of pavement in the area found to be deficient, payment 27 shall be made at an adjusted price as specified in Table 12. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 1 2 Table 12 Thickness Deficiency Penalties Deficiency in Thickness Determined by Cores Greater Than 0 percent - Not More than 10 percent 32 12 16 - 25 ASPHALT PAVING Page 25 of 25 Proportional Part Of Contract Price 90 percent Greater Than 10 percent - Not More than 15 percent 80 percent remove and replace at the entire cost and expense of Contractor as directed by City. Greater Than 15 percent 3 4 6. If, in the judgment of the City, the area of such deficiency warrants removal, the 5 area shall be removed and replaced, at the Contractor's entire expense, with asphalt 6 paving of the thickness shown on the Drawings. 7 7. No additional payment over the contract unit price shall be made for any pavement 8 of a thickness exceeding that required by the Drawings. 9 3.7 FIELD QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 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 12/20/2012 D. Johnson 1.2.A — Modified items to be included in price bid CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 321313-1 CONCRETE PAVING 1 SECTION 3213 13 2 CONCRETE PAVING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 6 Page 1 of 21 A. Section includes finished pavement constructed of portland cement concrete including 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 12 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 13 Contract. 14 2. Division 1 - General Requirements. 15 3. Section 32 01 29 - Concrete Paving Repair. 16 4. Section 32 13 73 - Concrete Paving Joint 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 d. 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 load 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. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 3213 13-2 CONCRETE PAVING Page 2 of 21 1 1.3 REFERENCES 2 A. Reference Standards. 3 1. Reference standards cited in this specification refer to the current reference standard 4 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. ASTM International (ASTM): 7 a. A615/A615M, Deformed and Plain Billet -Steel Bars for Concrete 8 Reinforcement 9 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 10 Field 11 c. C33, Concrete Aggregates 12 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 13 Specimens 14 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 15 Beams of Concrete 16 f. C94/C94M, Standard Specifications for Ready -Mixed Concrete 17 g. C150, Portland Cement 18 h. C156, Water Retention by Concrete Curing Materials 19 i. C172, Standard Practice for Sampling Freshly Mixed Concrete 20 j. C260, Air Entraining Admixtures for Concrete 21 k. C309, Liquid Membrane -Forming Compounds for Curing Concrete, Type 2 22 1. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" 23 m. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 24 Admixture in Concrete 25 n. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 26 Concrete 27 o. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 28 Cement Concrete 29 p. C 1602, Standard Specification for Mixing Water Used in the Production of 30 Hydraulic Cement Concrete. 31 q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort 32 (12,400 ft-lbf/ft3) 33 3. American Concrete Institute (ACI): 34 a. ACI 305.1-06 Specification for Hot Weather Concreting 35 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 36 c. ACI318 37 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 38 1.5 SUBMITTALS [NOT USED] 39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 40 A. Mix Design: submit for approval. See Item 2.4.A. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 32 13 13 - 3 CONCRETE PAVING Page 3 of 21 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 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 C1064 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 (ACT 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 PART 2 - 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. 33 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." 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. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July I, 2011 321313-4 CONCRETE PAVING Page 4 of 21 1 G. Dowels and Tie Bars. 2 1. Dowel and tie bars: ASTM A615. 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 3. Epoxy for Dowel and Tie Bars: ASTM C881. 11 a. See following table for approved producers of epoxies and adhesives 12 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 Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex Shep-Poxy TxI1I 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 ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpecPoxy 3000FS SpecChem 13 14 b. Epoxy Use, Storage and Handling. 15 1) Package components in airtight containers and protect from light and 16 moisture. 17 2) Include detailed instructions for the application of the material and all 18 safety information and warnings regarding contact with the components. 19 3) Epoxy label requirements 20 a) Resin or hardener components; 21 b) Brand name; 22 c) Name of manufacturer; 23 d) Lot or batch number; 24 e) Temperature range for storage; CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272j Revised July 1, 2011 32 13 13 -5 CONCRETE PAVING Page 5 of 21 1 f) Date of manufacture 2 g) Expiration date; and 3 h) Quantity contained 4 4) Store epoxy and adhesive components at temperatures recommended by the 5 manufacturer. 6 5) Do not use damaged or previously opened containers and any material that 7 shows evidence of crystallization, lumps skinning, extreme thickening, or 8 settling of pigments that cannot be readily dispersed with normal agitation. 9 6) Follow sound environmental practices when disposing of epoxy and 10 adhesive wastes. 11 7) Dispose of all empty containers separately. 12 8) Dispose of epoxy by completely emptying and mixing the epoxy before 13 disposal 14 H. Reinforcement Bar Chairs. 15 1. Reinforcement bar chairs or supports shall be of adequate strength to support the 16 reinforcement bars and shall not bend or break under the weight of the 17 reinforcement bars or CONTRACTORS personnel walking on the reinforcing bars. 18 2. Bar chairs may be made of metal (free of rust), precast mortar or concrete blocks or 19 plastic. 20 3. For approval of plastic chairs, representative samples of the plastic shall show no 21 visible indications of deterioration after immersion in a 5-percent solution of 22 sodium hydroxide for 120-hours. 23 4. Bar chairs may be rejected for failure to meet any of the requirements of this 24 specification. 25 I. Joint Filler. 26 1. Joint filler is the material placed in concrete pavement and concrete structures to 27 allow for the expansion and contraction of the concrete. 28 2. Wood Boards: Used as joint filler for concrete paving. 29 a. Boards for expansion joint filler shall be of the required size, shape and type 30 indicated on the plans or required in the specifications. 31 1) Boards shall be of selected stock of redwood or cypress. The boards shall 32 be sound heartwood and shall be free from sapwood, knots, clustered 33 birdseyes, checks and splits. 34 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall 35 be sufficiently rigid to permit ease of installation. 36 3) Boards shall be furnished in lengths equal to the width between 37 longitudinal joints, and may be furnished in strips or scored sheet of the 38 required shape. 39 3. Dimensions. The thickness of the expansion joint filler shall be shown on the plans; 40 the width shall be not less than that shown on the plans, providing for the top seal 41 space. 42 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the 43 requirements of this specification. 44 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. 45 K. Curing Materials. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July I, 20I I 32 13 13 -6 CONCRETE PAVING Page 6 of 21 1 1. Membrane -Forming Compounds. 2 a. Conform to the requirements of ASTM C309, Type 2, white pigmented 3 compound and be of such nature that it shall not produce permanent 4 discoloration of concrete surfaces nor react deleteriously with the concrete. 5 b. The compound shall produce a firm, continuous uniform moisture -impermeable 6 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 7 concrete. 8 c. It shall, when applied to the damp concrete surface at the specified rate of 9 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 10 normal conditions suitable for concrete operations. 11 d. It shall adhere in a tenacious film without running off or appreciably sagging. 12 e. It shall not disintegrate, check, peel or crack during the required curing period. 13 f. The compound shall not peel or pick up under traffic and shall disappear from 14 the surface of the concrete by gradual disintegration. 15 g. The compound shall be delivered to the job site in the manufacturer's original 16 containers only, which shall be clearly labeled with the manufacturer's name, 17 the trade name of the material and a batch number or symbol with which test 18 samples may be correlated. 19 h. When tested in accordance with ASTM C156 Water Retention by Concrete 20 Curing Materials, the liquid membrane -forming compound shall restrict the loss 21 of water present in the test specimen at the time of application of the curing 22 compound to not more than 0.01-oz.-per-2 inches of surface. 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL 25 A. Mix Design 26 1. Concrete Mix Design and Control. 27 a. At least 10 calendar days prior to the start of concrete paving operations, the 28 CONTRACTOR shall submit a design of the concrete mix it proposes to use 29 and a full description of the source of supply of each material component. 30 b. The design of the concrete mix shall produce a quality concrete complying with 31 these specifications and shall include the following information: 32 1) Design Requirements and Design Summary. 33 2) Material source. 34 3) Dry weight of cement/cu. yd. and type. 35 4) Dry weight of fly ash/cu. yd. and type, if used. 36 5) Saturated surface dry weight of fine and coarse aggregates/cu. yd. 37 6) Design water/cu. yd. 38 7) Quantities, type, and name of admixtures with manufacturer's data sheets. 39 8) Current strength tests or strength tests in accordance with ACI 318. 40 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates 41 and date of tests. 42 10) Fineness modulus of fine aggregate. 43 11) Specific Gravity and Absorption Values of fine and coarse aggregates. 44 12) L.A. Abrasion of coarse aggregates. 45 c. Once mix design approved by City, maintain intent of mix design and maximum 46 water to cement ratio. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 321313-7 CONCRETE PAVING Page 7of21 1 d. No concrete may be placed on the job site until the mix design has been 2 approved by the City. 3 2. Quality of Concrete. 4 a. Consistency. 5 1) In general, the consistency of concrete mixtures shall be such that: 6 a) mortar shall cling to the coarse aggregate, 7 b) aggregate shall not segregate in concrete when it is transported to the 8 place of deposit, 9 c) concrete, when dropped directly from the discharge chute of the mixer, 10 shall flatten out at the center of the pile, but the edges of the pile shall 11 stand and not flow, 12 d) concrete and mortar shall show no free water when removed from the 13 mixer, 14 e) concrete shall slide and not flow into place when transported in metal 15 chutes at an angle of 30 degrees with the horizontal, and 16 f) surface of the finished concrete shall be free from a surface film or 17 laitance. 18 2) When field conditions are such that additional moisture is needed for the 19 final concrete surface finishing operation, the required water shall be 20 applied to the surface by hand sprayer only and be held to a minimum 21 amount. 22 3) The concrete shall be workable, cohesive, possess satisfactory finishing 23 qualities and be of the stiffest consistency that can be placed and vibrated 24 into a homogeneous mass. 25 4) Excessive bleeding shall be avoided. 26 5) If the strength or consistency required for the class of concrete being 27 produced is not secured with the minimum cement specified or without 28 exceeding the maximum water/cement ratio, the CONTRACTOR may use, 29 or the City may require, an approved cement dispersing agent (water 30 reducer); or the CONTRACTOR shall furnish additional aggregates, or 31 aggregates with different characteristics, or the CONTRACTOR may use 32 additional cement in order to produce the required results. 33 6) The additional cement may be permitted as a temporary measure, until 34 aggregates are changed and designs checked with the different aggregates 35 or cement dispersing agent. 36 7) The CONTRACTOR is solely responsible for the quality of the concrete 37 produced. 38 8) The City reserves the right to independently verify the quality of the 39 concrete through inspection of the batch plant, testing of the various 40 materials used in the concrete and by casting and testing concrete cylinders 41 or beams on the concrete actually incorporated in the pavement. 42 b. Standard Class. 43 1) Unless otherwise shown on the plans or detailed specifications, the standard 44 class for concrete paving for streets and alleys is shown in the following 45 table. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 32 13 13 - 8 CONCRETE PAVING Page 8 of 21 1 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive, Water/ Aggregate Lb./CY Strength2 Cementitious, Maximum psi Ratio Size inch P 517 3600 0.49 1-1/2 H 564 4500 0.45 1-1/2 2 1. All exposed horizontal concrete shall have entrained -air. 3 2. Minimum Compressive Strength Required. 4 5 2) Machine -Laid concrete: Class P 6 3) Hand -Laid concrete: Class H. 7 c. High Early Strength Concrete (HES). 8 1) When shown on the plans or allowed, provide Class HES concrete for very 9 early opening of pavements area or leaveouts to traffic. 10 2) Design class HES to meet the requirements of class specified for concrete 11 pavement and a minimum compressive strength of 2,600 psi in 24 hours, 12 unless other early strength and time requirements are shown on the plans 13 allowed. 14 3) No strength overdesign is required. 15 16 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious Compressive Water/ Aggregate Lb./CY Strength2 Cementitious Maximum psi Ratio Size, inch HES 564 4500 0.45 1-1/2 17 18 d. Slump. 19 1) Slump requirements for pavement and related concrete shall be as specified 20 in the following table. 21 22 Concrete Pavement Slump Requirements Concrete Use Recommended Maximum Design Acceptable and Placement Placement Slump, Slump, inch inch Slip-Form/Form-Riding Paving 1-1/2 3 Hand Formed Paving 4 5 Sidewalk, Curb and Gutter, Concrete 4 5 Valley Gutter and Other Miscellaneous Concrete 23 24 25 2) No concrete shall be permitted with slump in excess of the maximums shown. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 321313-9 CONCRETE PAVING Page 9 of 21 1 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. 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. 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. Hand -Laid Concrete Pavement 26 a. Machines that do 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. 32 B. Concrete Mixing and Delivery 33 1. Transit Batching: 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 2008 CAPrrOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 32 13 13 - 10 CONCRETE PAVING Page 10 of 21 1 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 filled 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 FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272j Revised July 1, 2011 321313-II CONCRETE PAVING Page 11 of 21 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 the 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 free 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 1-1/2 32 inches in thickness or equivalent when wooden forms are used, or be of a 33 gauge that shall provide equivalent rigidity and 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 approved. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 32 13 13 - 12 CONCRETE PAVING Page 12 of 21 1 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 and 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 1) 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 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 32 13 13 - 13 CONCRETE PAVING Page 13 of 21 1 1) Epoxy bars as shown on the plans. 2 2) Use only drilling operations that do not damage the surrounding operations. 3 3) Blow out drilled holes with compressed air. 4 4) Completely fill the drilled hole with approved epoxy before inserting the tie 5 bar into the hole. 6 5) Install epoxy grout and bar at least 6 inches embedded into concrete. 7 F. Joints 8 1. Joints shall be placed where shown on the plans or where directed by the City. 9 2. The plane of all joints shall make a right angle with the surface of the pavement. 10 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 11 4. Joint Dimensions. 12 a. The width of the joint shall be shown on the plans, creating the joint sealant 13 reservoir. 14 b. The depth of the joint shall be shown on the plans. 15 c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's 16 recommendations. 17 d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement 18 surface at the center of the joint. 19 5. Transverse Expansion Joints. 20 a. Expansion joints shall be installed perpendicularly to the surface and to the 21 centerline of the pavement at the locations shown on the plans, or as approved 22 by the City. 23 b. Joints shall be of the design width, and spacing shown on the plans, or as 24 approved by the City. 25 c. Dowel bars, shall be of the size and type shown on the plans, or as approved by 26 the City, and shall be installed at the specified spacing. 27 d. Support dowel bars with dowel baskets. 28 e. Dowels shall restrict the free opening and closing of the expansion join and 29 shall not make planes of weaknesses in the pavement. 30 f. Greased Dowels for Expansion Joints. 31 1) Coat dowels with a thin film of grease or other approved de -bonding 32 material. 33 2) Provide dowel caps on the lubricated end of each dowel bar. 34 g. Proximity to Existing Structures. When the pavement is adjacent to or around 35 existing structures, expansions joints shall be constructed in accordance with 36 the details shown on the plans. 37 6. Transverse Contraction Joints. 38 a. Contraction or dummy joints shall be installed at the locations and at the 39 intervals shown on the plans. 40 b. Joints shall be of the design width, and spacing shown on the plans, or as 41 approved by the City. 42 c. Dowel bars, shall be of the size and type shown on the plans, or as approved by 43 the City, and shall be installed at the specified spacing. 44 d. Joints shall be sawed into the completed pavement surface as soon after initial 45 concrete set as possible so that some raveling of the concrete is observed in 46 order for the sawing process to prevent uncontrolled shrinkage cracking. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 32 13 13 - 14 CONCRETE PAVING Page 14 of 21 1 e. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of 2 1/3 inch (1/4 inch permitted if limestone aggregate used) of the actual 3 pavement thickness, or deeper if so indicated on the plans. 4 f. Complete sawing as soon as possible in hot weather conditions and within a 5 maximum of 24 hours after saw cutting begins under cool weather conditions. 6 g. If sharp edge joints are being obtained, the sawing process shall be sped up to 7 the point where some raveling is observed. 8 h. Damage by blade action to the slab surface and to the concrete immediately 9 adjacent to the joint shall be minimized. 10 i. Any portion of the curing membrane which has been disturbed by sawing 11 operations shall be restored by spraying the areas with additional curing 12 compound. 13 7. Transverse Construction Joints. 14 a. Construction joints formed at the close of each day's work or when the placing 15 of concrete has been stopped for 30-minutes or longer shall be constructed by 16 use of metal or wooden bulkheads cut true to the section of the finished 17 pavement and cleaned. 18 b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material. 19 c. Longitudinal bars shall be held securely in place in a plane perpendicular to the 20 surface and at right angles to the centerline of the pavement. 21 d. Edges shall be rounded to 1/4 inch radius. 22 e. Any surplus concrete on the subgrade shall be removed upon the resumption of 23 the work. 24 8. Longitudinal Construction Joints. 25 a. Longitudinal construction joints shall be of the type shown on the plans. 26 9. Joint Filler. 27 a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the 28 plans. 29 b. Redwood Board joints shall be used for all pavement joints except for 30 expansion joints that are coincident with a butt joint against existing 31 pavements. 32 c. Boards with less than 25-percent of moisture at the time of installation shall be 33 thoroughly wetted on the job. 34 d. Green lumber of much higher moisture content is desirable and acceptable. 35 e. The joint filler shall be appropriately drilled to admit the dowel bars when 36 required. 37 f. The bottom edge of the filler shall extend to or slightly below the bottom of the 38 slab. The top edge shall be held approximately 1/2 inch below the finished 39 surface of the pavement in order to allow the finishing operations to be 40 continuous. 41 g. The joint filler may be composed of more than one length of board in the 42 length of joint, but no board of a length less than 6 foot may be used unless 43 otherwise shown on the plans. 44 h. After the removal of the side forms, the ends of the joints at the edges of the 45 slab shall be carefully opened for the entire depth of the slab. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 321313-15 CONCRETE PAVING Page 15 of 21 1 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details 2 and as specified in Section 32 13 73. Materials shall generally be handled and 3 applied according to the manufacturer's recommendations as specified in Section 4 32 13 73. 5 G. Placing Concrete 6 1. Unless otherwise specified in the plans, the finished pavement shall be constructed 7 monolithically and constructed by machined laid method unless impractical. 8 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 9 shall be distributed to the required depth and for the entire width of the pavement 10 by shoveling or other approved methods. 11 3. Any concrete not placed as herein prescribed within the time limits in the following 12 table will be rejected. Time begins when the water is added to the mixer. 13 Temperature — Time Requirements Concrete Temperature Max Time — minutes (at point of placement) (no retarding agent) All temperatures Above 90°F Above 75°F thru 90°F 75°F and Below Non -Agitated Concrete 45 Agitated Concrete Time may be reduced by City 60 60 Max Time — minutes (with retarding agent) 45 75 90 120 14 1 Normal dosage of retarder. 15 16 4. Rakes shall not be used in handling concrete. 17 5. At the end of the day, or in case of unavoidable inter uption or delay of more than 18 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 19 placed in accordance with 3.4.F.7 of this Section. 20 6. Honeycombing. 21 a. Special care shall be taken in placing and spading the concrete against the 22 forms and at all joints and assemblies so as to prevent honeycombing. 23 b. Excessive voids and honeycombing in the edge of the pavement, revealed by 24 the removal of the side forms, may be cause for rejection of the section of slab 25 in which the defect occurs. 26 H. Finishing 27 1. Machine. 28 a. Tolerance Limits. 29 1) While the concrete is still workable, it shall be tested for irregularities with 30 a 10 foot straightedge placed parallel to the centerline of the pavement so as 31 to bridge depressions and to touch all high spots. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272i Revised July 1, 2011 32 13 13 - 16 CONCRETE PAVING Page 16 of 21 1 2) Ordinates measured from the face of the straightedge to the surface of the 2 pavement shall at no place exceed 1/16 inch -per -foot from the nearest point 3 of contact. 4 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater 5 than 1/8 inch. 6 4) Any surface not within the tolerance limits shall be reworked and 7 refinished. 8 b. Edging. 9 1) The edges of slabs and all joints requiring edging shall be carefully tooled 10 with an edger of the radius required by the plans at the time the concrete 11 begins to take its "set" and becomes non -workable. 12 2) All such work shall be left smooth and true to lines. 13 2. Hand. 14 a. Hand finishing permitted only in intersections and areas inaccessible to a 15 finishing machine. 16 b. When the hand method of striking off and consolidating is permitted, the 17 concrete, as soon as placed, shall be approximately leveled and then struck off 18 with screed bar to such elevation above grade that, when consolidated and 19 finished, the surface of the pavement shall be at the grade elevation shown on 20 the plans. 21 c. A slight excess of material shall be kept in front of the cutting edge at all times. 22 d. The straightedge and joint finishing shall be as prescribed herein. 23 I. Curing 24 1. The curing of concrete pavement shall be thorough and continuous throughout the 25 entire curing period. 26 2. Failure to provide proper curing as herein prescribed shall be considered as 27 sufficient cause for immediate suspension of the paving operations. 28 3. The curing method as herein specified does not preclude the use of any of the other 29 commonly used methods of curing, and the City may approve another method of 30 curing if so requested by the CONTRACTOR. 31 4. If any selected method of curing does not afford the desired results, the City shall 32 have the right to order that another method of curing be instituted. 33 5. After removal of the side forms, the sides of the slab shall receive a like coating 34 before earth is banked against them. 35 6. The solution shall be applied, under pressure with a spray nozzle, in such a manner 36 as to cover the entire surfaces thoroughly and completely with a uniform film. 37 7. The rate of application shall be such as to ensure complete coverage and shall not 38 exceed 20-square-yards-per-gallon of curing compound. 39 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free 40 from cracks or pinholes, and shall not disintegrate, check, peel or crack during the 41 curing period. 42 9. If for any reason the seal is broken during the curing period, it shall be immediately 43 repaired with additional sealing solution. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272) Revised July 1, 2011 321313-17 CONCRETE PAVING Page 17 of 21 1 10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing 2 Materials, the curing compound shall provide a film which shall have retained 3 within the test specimen a percentage of the moisture present in the specimen when 4 the curing compound was applied according to the following. 5 11. CONTRACTOR shall maintain and properly repair damage to curing materials on 6 exposed surfaces of concrete pavement continuously for a least 72 hours. 7 J. Monolithic Curbs 8 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried 9 back from the paving mixer, shall be placed within 20-minutes after being mixed. 10 2. After the concrete has been struck off and sufficiently set, the exposed surfaces 11 shall be thoroughly worked with a wooden flat. 12 3. The exposed edges shall be rounded by the use of an edging tool to the radius 13 indicated on the plans. 14 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 15 K. Alley Paving 16 1. Alley paving shall be constructed in accordance with the specifications for concrete 17 paving hereinbefore described, in accordance with the details shown on the plans, 18 and with the following additional provisions: 19 a. Alley paving shall be constructed to the typical cross sections shown on the 20 plans. 21 b. Transverse expansion joints of the type shown on the plans shall be constructed 22 at the property line on each end of the alley with a maximum spacing of 600 23 feet. 24 c. Transverse contraction and dummy joints shall be placed at the spacing shown 25 on the plans. 26 d. Contraction and dummy joints shall be formed in such a manner that the 27 required joints shall be produced to the satisfaction of the City. 28 e. All joints shall be constructed in accordance with this specification and filled 29 in accordance with the requirement of Section 32 13 73. 30 L. Pavement Leaveouts 31 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 32 provided at location indicated on the plans or as directed by the City. 33 2. The extent and location of each leaveout required and a suitable crossover 34 connection to provide for traffic movements shall be determined in the field by the 35 City. 36 3.5 REPAIR 37 A. Repair of concrete pavement concrete shall be consistent with paving details and as 38 specified in Section 32 01 29. 39 3.6 RE -INSTALLATION [NOT USED] 40 3.7 SITE QUALITY CONTROL 41 A. Concrete Placement CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT SD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 321313-18 CONCRETE PAVING Page 18 of 21 1 1. Place concrete using a fully automated paving machine. Hand paving only 2 permitted in areas such as intersections where use of paving machine is not 3 practical 4 a. All concrete pavement not placed by hand shall be placed using a fully 5 automated paving machine as approved by the City. 6 b. Screeds will not be allowed except if approved by the City. 7 B. Testing of Materials. 8 1. Samples of all materials for test shall be made at the expense of the City, unless 9 otherwise specified in the special provisions or in the plans. 10 2. In the event the initial sampling and testing does not comply with the specifications, 11 all subsequent testing of the material in order to determine if the material is 12 acceptable shall be at the CONTRACTOR'S expense at the same rate charged by 13 the commercial laboratories. 14 3. All testing shall be in accordance with applicable ASTM Standards and concrete 15 testing technician must be ACI certified or equivalent. 16 C. Pavement Thickness Test. 17 1. Upon completion of the work and before final acceptance and final payment shall 18 be made, pavement thickness test shall be made by the City. 19 2. The number of tests and location shall be at the discretion of the City, unless 20 otherwise specified in the special provisions or on the plans. 21 3. The cost for the initial pavement thickness test shall be the expense of the City. 22 4. In the event a deficiency in the thickness of pavement is revealed during normal 23 testing operations, subsequent tests necessary to isolate the deficiency shall be at 24 the CONTRACTOR'S expense. 25 5. The cost for additional coring test shall be at the same rate charged by commercial 26 laboratories. 27 6. Where the average thickness of pavement in the area found to be deficient in 28 thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be 29 made at an adjusted price as specified in the following table. 30 Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Inches 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 31 32 7. Any area of pavement found deficient in thickness by more than 0.50 inch but not 33 more than 0.75 inch or 1/10 of the plan thickness, whichever is greater, shall be 34 evaluated by the City. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 32 13 13 - 19 CONCRETE PAVING Page 19 of 21 1 8. If, in the judgment of the City the area of such deficiency should not be removed 2 and replaced, there shall be no payment for the area retained. 3 9. If, in the judgment of the City, the area of such deficiency warrants removal, the 4 area shall be removed and replaced, at the CONTRACTOR'S entire expense, with 5 concrete of the thickness shown on the plans. 6 10. Any area of pavement found deficient in thickness by more than 0.75 inch or more 7 than 1/10 of the plan thickness, whichever is greater, shall be removed and 8 replaced, at the CONTRACTOR'S entire expense, with concrete of the thickness 9 shown on the plans. 10 11. No additional payment over the contract unit price shall be made for any pavement 11 of a thickness exceeding that required by the plans. 12 D. Pavement Strength Test. 13 1. During the progress of the work the City shall provide trained technicians to cast 14 test cylinders for conforming to ASTM C31, to maintain a check on the 15 compressive strengths of the concrete being placed. 16 2. After the cylinders have been cast, they shall remain on the job site and then 17 transported, moist cured, and tested by the City in accordance with ASTM C31 and 18 ASTM C39. 19 3. 20 21 4. 22 23 24 25 26 27 5. 28 29 30 6. 31 32 33 34 35 36 37 38 39 40 41 In each set, one of the cylinders shall be tested at 7 days, two cylinders shall be tested at 28 days, and one cylinder shall be held or tested at 56 days, if necessary. If the 28 day test results indicate deficient strength, the CONTRACTOR may, at its option and expense, core the pavement in question and have the cores tested by an approved laboratory, in accordance with ASTM C42 and ACI 318 protocol, except 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 results of the cylinder tests. 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. 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. 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 deducted 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. 42 E. Cracked Concrete Acceptance Policy. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July I, 201 I 321313-20 CONCRETE PAVING Page 20 of 21 1 1. If cracks exist in concrete pavement upon completion of the project, the Project 2 Inspector shall make a determination as to the need for action to address the 3 cracking as to its cause and recommended remedial work. 4 2. If the recommended remedial work is routing and sealing of the cracks to protect 5 the subgrade, the Inspector shall make the determination as to whether to rout and 6 seal the cracks at the time of final inspection and acceptance or at any time prior to 7 the end of the project maintenance period. The CONTRACTOR shall perform the 8 routing and sealing work as directed by the Project Inspector, at no cost to the City, 9 regardless of the cause of the cracking. 10 3. If remedial work beyond routing and sealing is determined to be necessary, the 11 Inspector and the CONTRACTOR will attempt to agree on the cause of the 12 cracking. If agreement is reached that the cracking is due to deficient materials or 13 workmanship, the CONTRACTOR shall perform the remedial work at no cost to 14 the City. Remedial work in this case shall be limited to removing and replacing the 15 deficient work with new material and workmanship that meets the requirements of 16 the contract. 17 4. If remedial work beyond routing and sealing is determined to be necessary, and the 18 Inspector and the CONTRACTOR agree that the cause of the cracking is not 19 deficient materials or workmanship, the City may request the CONTRACTOR to 20 provide an estimate of the cost of the necessary remedial work and/or additional 21 work to address the cause of the cracking, and the CONTRACTOR will perform 22 that work at the agreed -upon price if the City elects to do so. 23 5. If remedial work is necessary, and the Inspector and the CONTRACTOR cannot 24 agree on the cause of the cracking, the City may hire an independent geotechnical 25 engineer to perform testing and analysis to determine the cause of the cracking. 26 The contractor will escrow 50% of the proposed costs of the geotechnical contract 27 with the City. The CONTRACTOR and the City shall use the services of a 28 geotechnical firm acceptable to both parties. 29 6. If the geotechnical engineer determines that the primary cause of the cracking is the 30 CONTRACTOR'S deficient material or workmanship, the remedial work will be 31 performed at the CONTRACTOR'S entire expense and the CONTRACTOR will 32 also reimburse the City for the balance of the cost of the geotechnical investigation 33 over and above the amount that has previously been escrowed. Remedial work in 34 this case shall be limited to removing and replacing the deficient work with new 35 material and workmanship that meets the requirements of the contract. 36 7. If the geotechnical engineer determines that the primary cause of the cracking is not 37 the CONTRACTOR'S deficient material or workmanship, the City will return the 38 escrowed funds to the CONTRACTOR. The Contractor, on request, will provide 39 the City an estimate of the costs of the necessary remedial work and/or additional 40 work and will perform the work at the agreed -upon price as directed by the City. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July 1, 2011 321313-21 CONCRETE PAVING Page 21 of 21 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 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 012721 Revised July I, 2011 1 2 321320-1 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 1 of 6 SECTION 3213 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 this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 13 2. Division 1 - General Requirements 14 3. Section 02 41 13 - Selective Site Demolition 15 4. Section 32 13 13 - Concrete Paving 16 5. Section 32 13 73 - Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Concrete Sidewalk 20 a. Measurement 21 1) Measurement for this Item shall be by the square foot of completed and 22 accepted Concrete Sidewalk in its final position for various: 23 a) Thicknesses 24 b) Types 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under "Measurement" will be paid for at the unit 28 price bid per square foot of Concrete Sidewalk. 29 c. The price bid shall include: 30 1) Excavating and preparing the subgrade 31 2) Furnishing and placing all materials 32 2. Concrete Driveway 33 a. Measurement 34 1) Measurement for this Item shall be by the square foot of completed and 35 accepted Concrete Driveway in its final position for various: 36 a) Thicknesses 37 b) Types 38 2) Dimensions will be taken from the back of the projected curb, including the 39 area of the curb radii and will extend to the limits specified in the 40 Drawings. 41 3) Sidewalk portion of drive will be included in driveway measurement. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32I320-2 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 2 of 6 1 4) Curb on drive will be included in the driveway measurement. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 and measured as provided under "Measurement" will be paid for at the unit 5 price bid per square foot of Concrete Driveway. 6 c. The price bid shall include: 7 1) Excavating and preparing the subgrade 8 2) Furnishing and placing all materials 9 3. Barrier Free Ramps 10 a. Measurement 11 1) Measurement for this Item shall be per each Barrier Free Ramp completed 12 and accepted for various: 13 a) Types 14 b. Payment 15 1) The work performed and materials furnished in accordance with this Item 16 and measured as provided under "Measurement" will be paid for at the unit 17 price bid per square foot of Concrete Sidewalk. 18 c. The price bid shall include: 19 1) Excavating and preparing the subgrade 20 2) Furnishing and placing all materials 21 3) Curb Ramp 22 4) Landing and detectable warning surface as shown on the Drawings 23 5) Adjacent flares or side curb 24 1.3 REFERENCES 25 A. Abbreviations and Acronyms 26 1. TAS — Texas Accessibility Standards 27 2. TDLR — Texas Department of Licensing and Regulation 28 B. 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 31 Specification, unless a date is specifically cited. 32 2. American Society for Testing and Materials (ASTM) 33 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete 34 Construction (Non -extruding and Resilient Types) 35 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using 36 Standard Effort (12,400 ft-lbf/ft3) 37 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 38 1.5 SUBMITTALS [NOT USED] 39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 40 A. Mix Design: submit for approval. Section 32 13 13. 41 B. Product Data: submit product data and sample for pre -cast detectable warning for 42 barrier free ramp. 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 321320-3 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 3 of 6 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 CONDITIONS 5 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13. 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS 8 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 9 2.2 EQUIPMENT AND MATERIALS 10 A. Forms: wood or metal straight, free from warp and of a depth equal to the thickness of 11 the finished work. 12 B. Concrete: see Section 32 13 13. 13 1. Unless otherwise shown on the Drawings or detailed specifications, the standard 14 class for concrete sidewalks, driveways and barrier free ramps is shown in the 15 following table: 16 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete Cementitious, Compressive Water/ Aggregate Lb./CY Strength2 Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-1/2 17 C. Reinforcement: see Section 32 13 13. 18 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed 19 bars at 18 inches on -center -both -ways at the center plane of all slabs, unless 20 otherwise shown on the Drawings or detailed specifications. 21 D. Joint Filler 22 1. Wood Filler: see Section 32 13 13. 23 2. Pre -Molded Asphalt Board Filler 24 a. Use only in areas where not practical for wood boards. 25 b. Pre -molded asphalt board filler: ASTM D545. 26 c. Install the required size and uniform thickness and as specified in Drawings. 27 d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic 28 mixture of asphalt and vegetable fiber and/or mineral filler. 29 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings. 30 2.3 ACCESSORIES [NOT USED] 31 2.4 SOURCE QUALITY CONTROL [NOT USED] 32 PART 3 - EXECUTION CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32 13 20 - 4 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 4 of 6 1 3.1 INSTALLERS [NOT USED] 2 3.2 EXAMINATION [NOT USED] 3 3.3 PREPARATION 4 A. Surface Preparation 5 1. Excavation: Excavation required for the construction of sidewalks, driveways and 6 barrier free ramps shall be to the lines and grades as shown on the Drawings or as 7 established by the City. 8 2. Fine Grading 9 a. The Contractor shall do all necessary filling, leveling and fine grading required 10 to bring the subgrade to the exact grades specified and compacted to at least 90 11 percent of maximum density as determined by ASTM D698. 12 b. Moisture content shall be within minus 2 to plus 4 of optimum. 13 c. Any over -excavation shall be repaired to the satisfaction of the City. 14 B. Demolition / Removal 15 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13. 16 3.4 INSTALLATION 17 A. General 18 1. Concrete sidewalks shall have a minimum thickness of 4 inches. 19 2. Sidewalks constructed in driveway approach sections shall have a minimum 20 thickness equal to that of driveway approach or as called for by Drawings and 21 specifications within the limits of the driveway approach. 22 3. Driveways shall have a minimum thickness of 6 inches. Standard cross -slopes for 23 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines. 24 The construction of the driveway approach shall include the variable height radius 25 curb in accordance with the Drawings. 26 4. All pedestrian facilities shall comply with provisions of TAS including location, 27 slope, width, shapes, texture and coloring. Pedestrian facilities installed by the 28 Contractor and not meeting TAS must be removed and replaced to meet TAS (no 29 separate pay). 30 B. Forms: Forms shall be securely staked to line and grade and maintained in a true 31 position during the depositing of concrete. 32 C. Reinforcement: see Section 32 13 13. 33 D. Concrete Placement: see Section 32 13 13. 34 E. Finishing 35 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true, 36 even surface. 37 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 38 3. Provide exposed aggregate finish if specified. 39 4. Edge joints and sides shall with suitable tools. 40 F. Joints CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 321320-5 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 5 of 6 1 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed 2 using redwood. 3 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50 4 foot intervals for 5 foot wide and greater sidewalk. 5 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete 6 driveways, curbs, formations, other sidewalks and other adjacent old concrete work. 7 Similar material shall be placed around all obstructions protruding into or through 8 sidewalks or driveways. 9 4. All expansion joints shall be 1/2 inch in thickness. 10 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 11 be finished to approximately a 1/2 inch radius with a suitable finishing tool. 12 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 13 marking tool. 14 7. When sidewalk is against the curb, expansion joints shall match those in the curb. 15 G. Barrier Free Ramp 16 1. Furnish and install brick red color pre -cast detectable warning Dome -Tile, 17 manufactured by StrongGo Industries or approved equal by the City. 18 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 19 of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or 20 landing where the pedestrian access route enters the street. 21 3. Locate detectable warning surface so that the edge nearest the curb line is a 22 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 23 curb. 24 4. Detectable warning Dome -Tile surface may be curved along the corner radius. 25 5. Install detectable warning surface according to manufacturer's instructions. 26 3.5 REPAIR/RESTORATION [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD QUALITY CONTROL [NOT USED] 29 3.8 SYSTEM STARTUP [NOT USED] 30 3.9 ADJUSTING [NOT USED] 31 3.10 CLEANING [NOT USED] 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 12/20/2012 D. Johnson 321320-6 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 6 of 6 1.2.A.3 — Measurement and Payment for Barrier Free Ramps modified to match updated City Details CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 1 2 321373-1 CONCRETE PAVING JOINT SEALANTS Page I of 5 SECTION 3213 73 CONCRETE PAVING JOINT SEALANTS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Specification for silicone joint sealing for concrete pavement and curbs. 7 B. Standard Detail 8 1. Typical Street 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 12 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 13 Contract. 14 2. Division 1 - General Requirements. 15 3. Section 32 13 13 - Concrete Paving. 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment. 18 1. Measurement: when specified in the plans to be a pay item, measure by the linear 19 foot of completed and accepted joint sealant. 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] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Test and Evaluation Reports 33 1. Prior to installation, furnish certification by an independent testing laboratory that 34 the silicone joint sealant meets the requirements of this Section. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321373-2 CONCRETE PAVING JOINT SEALANTS Page 2 of 5 1 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 [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. 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 PART 2 - 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. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321373-3 CONCRETE PAVING JOINT SEALANTS Page 3 of 5 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. General. 9 1. The silicone sealant shall be cold applied. 10 2. Allow concrete to cure for a minimum of 7 days to ensure it has sufficient strength 11 prior to sealing joints. 12 3. Perform joint reservoir saw cutting, cleaning, bond breaker installation, and joint 13 sealant placement in a continuous sequence of operations. 14 4. See plans for the various joint details with their respective dimensions. 15 B. Equipment 16 1. Provide all necessary equipment and keep equipment in a satisfactory working 17 condition. 18 2. Equipment shall be inspected by the OWNER prior to the beginning of the work. 19 3. The minimum requirements for construction equipment shall be as follows: 20 a. Concrete Saw. The sawing equipment shall be adequate in size and power to 21 complete the joint sawing to the required dimensions. 22 b. Air Compressors. The delivered compressed air shall have a pressure in excess 23 of 90 psi and shall be suitable for the removal of all free water and oil from the 24 compressed air. 25 c. Extrusion Pump. The output shall be capable of supplying a sufficient volume 26 of sealant to the joint. 27 d. Injection Tool. This mechanical device shall apply the sealant uniformly into 28 the joint. 29 e. Sandblaster. The design shall be for commercial use with air compressors as 30 specified in this Section. 31 f. Backer Rod Roller and Tooling Instrument. These devices shall be clean and 32 free of contamination. They shall be compatible with the joint depth and width 33 requirements. 34 C. Sawing Joints: see Section 32 13 13. 35 D. Cleaning joints 36 1. Dry saw in one direction with reverse cutting blade then sand blast. 37 2. Use compressed air to remove the resulting dust from the joint. 38 3. Sandblast joints after complete drying. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321373-4 CONCRETE PAVING JOINT SEALANTS Page 4 of 5 1 a. Attach nozzle to a mechanical aiming device so that the sand blast will be 2 directed at an angle of 45 degrees and at a distance of 1 to 2 inches from the 3 face of the joint. 4 b. Sandblast both joint faces sandblasted in separate, one directional passes. 5 c. When sandblasting is complete, blow-out using compressed air. 6 d. The blow tube shall fit into the joints. 7 4. Check the blown joint for residual dust or other contamination. 8 a. If any dust or contamination is found, repeat sandblasting and blowing until the 9 joint is cleaned. 10 b. Do not use solvents to remove stains and contamination. 11 5. Place the bond breaker and sealant in the joint immediately upon cleaning. 12 6. Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of 13 the joint sealant. 14 7. Do not leave open, cleaned joints unsealed overnight. 15 E. Joint Sealant 16 1. Apply the joint sealant upon placement of the bond breaker rod and tape, using the 17 mechanical injection tool. 18 2. Do not seal joints unless they are clean and dry. 19 3. Remove and discard excess sealant left on the pavement surface. 20 a. Do not excess use to seal the joints. 21 4. The pavement surface shall present a clean final condition as determined by City. 22 5. Do not allow traffic on the fresh sealant until it becomes tack -free. 23 F. Approval of Joints 24 1. The City may request a representative of the sealant manufacturer to be present at 25 the job site at the beginning of the final cleaning and sealing of joints. 26 a. The representative shall demonstrate to the CONTRACTOR and the City the 27 acceptable method for sealant installation. 28 b. The representative shall approve the clean, dry joints before the sealing 29 operation commences. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321373-5 CONCRETE PAVING JOINT SEALANTS 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 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised Judy 1, 2011 1 2 3 321613-1 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 1 of 5 SECTION 3216 13 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS 4 PART 1 - 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 11 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 1 - 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 1. 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 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321613-2 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 USED] 12 PART 2 - 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 1. 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 'craft 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 OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321613-3 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 3 of 5 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 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. 11 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 1. 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. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 321613-4 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 4 of 5 1 c. Place the concrete with approved self-propelled equipment. 2 1) The forming tube of the extrusion machine or the form of the slipform 3 machine must easily be adjustable vertically during the forward motion of 4 the machine to provide variable heights necessary to conform to the 5 established gradeline. 6 d. Attach a pointer or gauge to the machine so that a continual comparison can be 7 made between the extruded or slipform work and the grade guideline. 8 e. Brush finish surfaces immediately after extrusion or slipforming. 9 6. Hand -Laid Concrete — Concrete Valley Gutter: see Section 32 13 13. 10 7. Expansion joints 11 a. Place expansion joints in the curb and gutter at 200-foot intervals and at 12 intersection returns and other rigid structures. 13 b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and 14 pavement joints to a depth of 1 'h inches. 15 c. Place expansion joints at all intersections with concrete driveways, curbs, 16 buildings and other curb and gutters. 17 d. Make expansion joints no less than 1/2 inch in thickness, extending the full 18 depth of the concrete. 19 e. Make expansion joints perpendicular and at right angles to the face of the curb. 20 f. Neatly trim any expansion material extending above the finished to the surface 21 of the finished work. 22 g. Make expansion joints in the curb and gutter coincide with the concrete 23 expansion joints. 24 h. Longitudinal dowels across the expansion joints in the curb and gutter are 25 required. 26 i. Install 3 No. 4 round, smooth bars, 24 inches in length, for dowels at each 27 expansion joint. 28 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that 29 provides a minimum of 1 inch free expansion. 30 k. Support dowels by an approved method. 31 D. Curing: see Section 32 13 13. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 201 I 321613-5 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS 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 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 1 2 329119-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 1 of 3 SECTION 32 91 19 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS 3 PART 1- 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 11 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 compensation for loading, hauling, placing and 19 furnishing all labor 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 measured and paid for once, regardless of the 24 manipulations involved. CITY OF FORT WORTH 2008 CAPITOL IMPROVRNLENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 3291 19 -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] 11 PART 2 - PRODUCTS 12 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 13 2.2 MATERIALS 14 A. Topsoil 15 1. 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. pH: 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 [NOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 32 3.2 EXAMINATION [NOT USED] 33 3.3 PREPARATION [NOT USED] 34 3.4 INSTALLATION 35 A. Finishing of Parkways. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 32 91 19 - 3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 1 1. Smoothly shape parkways, shoulders, slopes, and ditches. 2 2. Cut parkways to finish grade prior to the placing of any improvements in or 3 adjacent to the roadway. 4 3. In the event that unsuitable material for parkways is encountered, extend the depth 5 of excavation in the parkways six inches and backfill with top soil. 6 4. Make standard parkway grade perpendicular to and draining to the curb line. 7 a. Minimum: 1/4 inch per foot. 8 b. Maximum:4:1. 9 c. City may approve variations from these requirements in special cases. 10 5. Whenever the adjacent property is lower than the design curb grade and runoff 11 drains away from the street, the parkway grade must be set level with the top of the 12 curb. 13 6. The design grade from the parkway extends to the back of the walk line. 14 7. From that point (behind the walk), the grade may slope up or down at maximum 15 slope of 4:1. 16 B. Placing of Topsoil 17 1. Spread the topsoil to a uniform loose cover at the thickness specified. 18 2. Place and shape the topsoil as directed. 19 3. Hand rake finish a minimum of 5 feet from all flatwork 20 4. Tamp the topsoil with a light roller or other suitable equipment. 21 3.5 [REPAIR]/[RESTORATION] [NOT USED] 22 3.6 RE -INSTALLATION [NOT USED] 23 3.7 FIELD QUALITY CONTROL [NOT USED] 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING [NOT USED] 26 3.10 CLEANING [NOT USED] 27 3.11 CLOSEOUT ACTIVITIES [NOT USED] 28 3.12 PROTECTION [NOT USED] 29 3.13 MAINTENANCE [NOT USED] 30 3.14 ATTACHMENTS [NOT USED] 31 END OF SECTION 32 33 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 1 2 329213-I HYDROMULCHING, SEEDING AND SODDING Page 1 of 8 SECTION 32 92 13 HYDROMULCHING, SEEDING AND SODDING 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, 7 or as directed. 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: 16 17 18 19 20 21 22 23 24 25 26 27 11 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 12 2. Division 1 - General Requirements 13 3. Section 32 91 19 — Topsoil Placement and Finishing of Parkways 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 1. Block Sod Placement Measurement 1) Measurement for this Item shall be by the square yard of Block Sod placed. Payment 1) 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 square yard of Block Sod placed. The price bid shall include: 1) Furnishing and placing all sod 2) Rolling and tamping 3) Watering (until established) 4) Disposal of surplus materials 28 2. Seeding 29 a. Measurement 30 1) Measurement for this Item shall be by the square yard of Seed spread. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" will be paid for at the unit 34 price bid per square yard of Seed placed for various installation methods. 35 c. The price bid shall include: 36 1) Furnishing and placing all Seed 37 2) Furnishing and applying water for seed fertilizer 38 3) Slurry and hydraulic mulching 39 4) Fertilizer 40 5) Watering and mowing (until established) 41 6) Disposal of surplus materials a. b. c. 42 3. Mowing CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 329213-2 HYDROMULCHING, SEEDING AND SODDING Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item shall per each. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under "Measurement" will be paid for at the unit 6 price bid per each. 7 1.3 REFERENCES [NOT USED] 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 9 1.5 ACTION SUBMITTALS [NOT USED] 10 1.6 INFORMATIONAL SUBMITTALS 11 A. Seed 12 1. Vendors' certification that seeds meet Texas State seed law including: 13 a. Testing and labeling for pure live seed (PLS) 14 b. Name and type of seed 15 2. All seed shall be tested in a laboratory with certified results presented to the City in 16 writing, prior to planting. 17 3. All seed to be of the previous season's crop and the date on the container shall be 18 within 12 months of the seeding date. 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE [NOT USED] 22 1.10 DELIVERY, STORAGE, AND HANDLING 23 A. Block Sod 24 1. Protect from exposure to wind, sun and freezing. 25 2. Keep stacked sod moist. 26 B. Seed 27 1. If using native grass or wildflower seed, seed must have been harvested within 100 28 miles of the construction site. 29 2. Each species of seed shall be supplied in a separate, labeled container for 30 acceptance by the City. 31 C. Fertilizer 32 1. Provide fertilizer labeled with the analysis. 33 2. Conform to Texas fertilizer law. 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] 35 1.12 WARRANTY [NOT USED] 36 PART 2 - PRODUCTS [NOT USED] 37 21 OWNER -FURNISHED PRODUCTS [NOT USED] CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 1 2.2 MATERIALS AND EQUIPMENT 2 A. Materials 3 1. Block Sod 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 329213-3 HYDROMULCHING, SEEDING AND SODDING Page 3 of 8 4 a. Sod Varieties (match existing if applicable) 5 1) "Stenotaphrum secundatum" (St. Augustine grass) 6 2) "Cynodon dactylon" (Common Bermudagrass) 7 3) "Buchloe dactyloides" (Buffalograss) 8 4) an approved hybrid of Common Bermudagrass 9 5) or an approved Zoysiagrass 10 b. Sod must contain stolons, leaf blades, rhizomes and roots. 11 c. Sod shall be alive, healthy and free of insects, disease, stones, undesirable 12 foreign materials and weeds and grasses deleterious to its growth or which 13 might affect its subsistence or hardiness when transplanted. 14 d. Minimum sod thickness: 3/4 inch 15 e. Maximum grass height: 2 inches 16 f. Acceptable growing beds 17 1) St. Augustine grass sod: clay or clay loam topsoil 18 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils 19 Dimensions 20 1) Machine cut to uniform soil thickness. 21 2) Sod shall be of equal width and of a size that permits the sod to be lifted, 22 handled and rolled without breaking. 23 h. Broken or torn sod or sod with uneven ends shall be rejected. 2. Seed a. General 1) Plant all seed at rates based on pure live seed (PLS) a) Pure Live Seed (PLS) determined using the formula: (1) Percent Pure Live Seed = Percent Purity x [(Percent Germination + Percent Firm or Hard Seed) + 100] 2) Availability of Seed a) Substitution of individual seed types due 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) Weed 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: (1) Johnsongrass (2) Nutgrass seed 4) Harvest seed within 1-year prior to planting b. Non-native Grass Seed 1) Plant between April 15 and September 10 44 g. Lbs. Common Name PLS/Acre 25 Bermuda (unhulled) 75 Bermuda (hulled) CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Botanical Name Purity Germination (percent) (percent) cynodon dactylon 85 90 c_ynodon dactylon 95 90 2008 CAPITOL IMPROVEMENT CONTRACT 8D PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 329213-4 HYDROMULCHING, SEEDING AND SODDING Page 4 of 8 2) Plant between September 10 and April 15 Lbs. Common Name Botanical Name PLS/Acre 220 Rye Grass lolium multiflorum 75 Bermuda (unhulled) cynodon dactylon c. Native Grass Seed 1) Plant between February 1 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 Bluestem* Buffalograss Indian Grass* Sand Lovegrass* Big Bluestem Eastern Grama Blue Grama Switchgrass Prairie Wildrye* 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 8.0 *not to be planted within ten 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 Purity Germination (percent) (percent) 85 90 95 90 Botanical Name Leptochloa dubia Bouteloua curtipendula Schizachyrimn scoparium Buchloe dactyloides Sorghastrumt nutans Eragrostis trichodes Andropogon gerardii Tripscacum dactyloides Bouteloua gracilis Panicum virgatum Elymus canadensis Botanical Name Sinsia calva Asclepias tuberosa Rudbeckia amplexicaulis Coreopsis basalis Desmanthus illinoensis Cassia fasciculata Verbena bipinnatifida Lindheimeri texana Callirhoe involcrata Rudbeckia hirta Engelmannia pinnatifida Physostegia intermedia Salvia azurea Coreopsis tinctoria Salvia coccinea feet of a road or parking lot or within three feet of a e. Temporary Erosion Control Seed 1) Consist of the sowing of cool season plant seeds. 18 3. Mulch 19 a. For use with conventional mechanical or hydraulic planting of seed. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 329213-5 HYDROMULCHING, SEEDING AND SODDING Page 5 of 8 1 b. Wood cellulose fiber produced from virgin wood or recycled paper -by-products 2 (waste products from paper mills or recycled newspaper). 3 c. No growth or germination inhibiting factors. 4 d. No more than ten percent moisture, air dry weight basis. 5 e. Additives: binder in powder form. 6 f. Form a strong moisture retaining mat. 7 4. Fertilizer 8 a. Acceptable condition for distribution 9 b. Applied uniformly over the planted area 10 c. Analysis 11 1) 16-20-0 12 2) 16-8-8 13 d. Fertilizer rate: 14 1) Not required for wildflower seeding 15 2) Newly established seeding areas - 100 pounds of nitrogen per acre 16 3) Established seeding areas - 150 pounds of nitrogen per acre 17 5. Topsoil: See Section 32 91 19. 18 6. Water: clean and free of industrial wastes or other substances harmful to the 19 germination of the seed or to the growth of the vegetation. 20 7. Soil Retention Blanket 21 a. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, 22 Arlington, Texas 76001, 1-800-777-SOIL or approved equal. 23 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3 - EXECUTION [NOT USED] 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION 30 A. Surface Preparation: clear surface of all material including: 31 1. Stumps, stones, and other objects larger than one inch. 32 2. Roots, brush, wire, stakes, etc. 33 3. Any objects that may interfere with seeding or maintenance. 34 B. Tilling 35 1. Compacted areas: till 1 inch deep 36 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less 37 seed/water run-off 38 3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees. 39 3.4 INSTALLATION 40 A. Block Sodding 41 1. General CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 329213-6 HYDROMULCHING, SEEDING AND SODDING Page 6 of 8 1 a. Place sod between curb and walk and on terraces that is the same type grass as 2 adjacent grass or existing lawn. 3 b. Plant between the average last freeze date in the spring and 6 weeks prior to the 4 average first freeze in the fall. 5 2. Installation 6 a. Plant sod specified after the area has been completed to the lines and grades 7 shown on the Drawings with 6 inches of topsoil. 8 b. Use care to retain native soil on the roots of the sod during the process of 9 excavating, hauling and planting. 10 c. Keep sod material moist from the time it is dug until planted. 11 d. Place sod so that the entire area designated for sodding is covered. 12 e. Fill voids left in the solid sodding with additional sod and tamp. 13 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform 14 slope. 15 g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the 16 firm earth in areas that may slide due to the height or slope of the surface or 17 nature of the soil. 18 3. Watering and Finishing 19 a. Furnish water as an ancillary cost to Contractor by means of temporary 20 metering / irrigation, water truck or by any other method necessary to achieve 21 an acceptable stand of turf as defined in 3.13.B. 22 b. Thoroughly water sod immediately after planted. 23 c. Water until established. 24 d. Generally, an amount of water that is equal to the average amount of rainfall 25 plus 1/2 inch per week should be applied until accepted. If applicable, plant 26 large areas by irrigation zones to ensure areas are watered as soon as they are 27 planted. 28 B. Seeding 29 1. General 30 a. Seed only those areas indicated on the Drawings and areas disturbed by 31 construction. 32 b. Mark each area to be seeded in the field prior to seeding for City approval. 33 2. Broadcast Seeding 34 a. Broadcast seed in 2 directions at right angles to each other. 35 b. Harrow or rake lightly to cover seed. 36 c. Never cover seed with more soil than twice its diameter. 37 d. For wildflower plantings: 38 1) Scalp existing grasses to 1 inch 39 2) Remove grass clippings, so seed can make contact with the soil. 40 3. Mechanically Seeding (Drilling): 41 a. Uniformly distribute seed over the areas shown on the Drawings or as directed. 42 b. All varieties of seed and fertilizer may be distributed at the same time provided 43 that each component is uniformly applied at the specified rate. 44 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type 45 drill. 46 d. Drill on the contour of slopes CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 32 92 13 - 7 HYDROMULCHING, SEEDING AND SODDING Page 7 of 8 1 e. After planting roll with a roller integral to the seed drill, or a corrugated roller 2 of the "Cultipacker" type. 3 f. Roll slope areas on the contour. 4 4. Hydromulching 5 a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that: 6 1) Mixture is uniformly suspended to form a homogenous slurry. 7 2) Mixture forms a blotter -like ground cover impregnated uniformly with 8 grass seed. 9 3) Mixture is applied within 30 minutes after placed in the equipment. 10 b. Placing 11 1) Uniformly distribute in the quantity specified over the areas shown on the 12 Drawings or as directed. 13 5. Fertilizing: uniformly apply fertilizer over seeded area. 14 6. Watering 15 a. Furnish water by means of temporary metering / irrigation, water truck or by 16 any other method necessary to achieve an acceptable stand of turf as defined in 17 3.13.B. 18 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. 19 c. Water as direct by the City at least twice daily for 14 days after seeding in such 20 a manner as to prevent washing of the slopes or dislodgement of the seed. 21 d. Water until final acceptance. 22 e. Generally, an amount of water that is equal to the average amount of rainfall 23 plus 1/2 inch per week should be applied until accepted. 24 3.5 REPAIR/RESTORATION [NOT USED] 25 3.6 RE -INSTALLATION [NOT USED] 26 3.7 FIELD 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 3.12 PROTECTION [NOT USED] 32 3.13 MAINTENANCE 33 A. Block Sodding 34 1. Water and mow sod until completion and final acceptance of the Project or as 35 directed by the City. 36 2. Sod shall not be considered finally accepted until the sod has started to peg down 37 (roots growing into the soil) and is free from dead blocks of sod. 38 B. Seeding 39 1. Water and mow sod until completion and final acceptance of the Project or as 40 directed by the City. 41 2. Maintain the seeded area until each of the following is achieved: 42 a. Vegetation is evenly distributed CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 329213-8 HYDROMULCHING, SEEDING AND SODDING Page 8 of 8 1 b. Vegetation is free from bare areas 2 3. Turf will be accepted once fully established. 3 a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow 4 cycle performed by the Contractor prior to consideration of acceptance by the 5 City. 6 C. Rejection 7 1. City may reject block sod or seeded area on the basis of weed populations. 8 3.14 ATTACHMENTS [NOT USED] 9 END OF SECTION 10 11 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 piv,5,or 33 , 330430-1 TEMPORARY WATER SERVICES Page 1 of 4 1 SECTION 33 04 30 2 TEMPORARY WATER SERVICES 3 PART 1 - GENERAL 4 1.1 SUMMARY 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 11 1. Fire Hydrant Meters 12 D. 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. 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: 31 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 WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330430-2 TEMPORARY WATER SERVICES Page 2 of 4 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. 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 11 1.4 ADMINISTRATIVE REQUIREMENTS 12 A. Scheduling 13 1. 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 1. 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 1. Service Couplings, Fittings, and Corporation Stops 33 a. Conform to Section 33 12 10. 34 2. Service lines 35 a. Polyethylene tubing CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330430-3 TEMPORARY WATER SERVICES Page 3 of 4 1 b. Conform to ASTM D3035 and SDR 11 2 3. Temporary Water Service Main 3 a. Galvanized steel pipe 4 b. Conform to Schedule 40. 5 4. Driveway Approach 6 a. Asphalt 7 1) Type B Asphalt in accordance with Section 32 12 16 8 C. Design Criteria 9 1. Service lines 10 a. 3/4-inch minimum pipe size 11 b. Minimum flow rate of 5 GPM at a dynamic pressure of 35 psi 12 2. Temporary Water Service Main 13 a. 2-inch minimum pipe size 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 1. Install Temporary Water Services in accordance with provisions herein and in 23 accordance with City Standard Details. 24 2. Perform disinfection test of temporary water service main and water services in 25 accordance with Section 33 04 40. 26 B. Temporary Water Service Installation 27 1. Connect to existing water supply 28 a. Fire hydrant 29 1) Connect to fire hydrant with hydrant meter and 2-inch gate valve. 30 b. If a fire hydrant is not available, tap existing water main. 31 1) Connect to water main with 2-inch service tap and a corporation stop in 32 accordance with Section 33 12 10. 33 2) Record water usage with a hydrant meter. 34 3) Do not tap existing water main, unless approved by the City. 35 2. Water service 36 a. Connect 3/4-inch water service to 2-inch temporary water service main. 37 b. Remove existing meters, tag with address and provide to City Inspector. 38 c. Connect 3/4-inch temporary water service to existing private service. 39 d. Cover domestic meter box with protective guard or barricade. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330430-4 TEMPORARY WATER SERVICES Page 4 of 4 1 C. Intersection and Driveway Approach Crossing for Temporary Water Service 2 1. Crossing for Temporary Water Service Main 3 a. Cover temporary service line with sufficient asphalt to protect service line and 4 to provide a driveable crossing. 5 b. If required to bury temporary service line due to high volume traffic, or other 6 reasons required by the City, excavate, embed and backfill in accordance with 7 Section 33 05 10. 8 3.5 REPAIR / RESTORATION [NOT USED] 9 3.6 RE -INSTALLATION [NOT USED] 10 3.7 FIELD Loft] SITE QUALITY CONTROL 11 A. Field Tests and Inspections 12 1. Check each water service installation for leaks with full flow through the curb stop 13 at the time the main is tested in accordance with Section 33 04 40. 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 OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 4'" CURB STOP PER SECTION 33 12 10 2" GALVANIZED PIPE EXISTING SERVICE LINE FORT WORTH 3/4" TUBING // / ADAPT AS REQUIRED EXISTING PRIVATE SERVICE TO HOUSE OR BUILDING NOTES: 1. CONTRACTOR SHALL BE REQUIRED TO COVER METER VAULT WITH PROTECTIVE GUARD. 2. METER SHALL BE REMOVED BY THE CONTRACTOR. CONNECTION FROM BY-PASS TO PRIVATE SERVICE SHALL BE MADE BY CONTRACTOR. CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 TEMPORARY SERVICE CONNECTION 33 04 30-D133 ASPHALT COVER EXISTING PAVEMENT ri,/ I/74k 36" MIN. z : 2" GALVANIZED PIPE // 15# ROOFING FELT 2-STANDARD FINISHED 2"X6" BOARDS FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 n.....�,,_..,r INTERSECTION & DRIVEWAY APPROACH CROSSING FOR TEMPORARY WATER SERVICE 33 04 30-D134 EMBEDMENT AROUND ENTIRETY OF WYE PER SECTION 33 05 10 RETAINER GLANDS (TYP.) u- - . -t + . + + +- +- . 3' MIN. BELOW + + + + - Y< + + 4 r FINISHEC GRADE + , + + + + + +} . + + +. .a. +- . -.+ }* .,.+t <.+ + + .�- + +.a + - +~ � . ++ +. + +. + ,. .t + +. +w + + + + + >- + UPON COMPLETION OF + + CLEANING, REMOVE + . SRESTRAINED POOL PIECE + + 4--I ± + + AND PROVIDE MJ PLUG - + + + + + + + PER SECTION 33 04 40. r+- - 4 + ± -- -r .ri m + +. ,2' MIN.+ K.+ . ++ + + + + -t MJ WYE • EMBEDMENT AROUND ENTIRETY OF WYE PER SECTION 33 05 10 RETAINER GLAND CLEANING WYE ON LOOPED WATER SERVICE 3' MIN. BELOW - FINISHEC GRADE + _ . UPON COMPLETION OF . CLEANING, REMOVE SPOOL PIECE AND PROVIDE RESTRAINED MJ PLUG PER _ SECTION 33 04 40. DUCTILE IRON MJ WYE NOTES: 1. WYES SHALL ONLY BE LOCATED WHERE INDICATED ON THE DRAWINGS. 2. ALL WATER PIPING 12" AND SMALLER SHALL BE DUCTILE IRON OR PVC. • CLEANING WYE ON NON -LOOPED WATER SERVICE + • MJ GATE VALVE PER 33 12 20-D126 HORIZONTAL BLOCKING PER 33 11 00-D130 '., RESTRAINED MJ PLUG F ORT WORTH CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 STANDARD CLEANING WYE FOR WATER DISTRIBUTION PIPE (12" AND SMALLER) 33 04 40-D135 1 2 3305 10- 1 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 1 of 19 SECTION 33 05 10 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL 3 PART1- 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 1. None. 25 C. Related Specification Sections include, but are not necessarily limited to: 26 1. 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 02 41 14 — Utility Removal/Abandonment 32 6. Section 03 34 13 — Controlled Low Strength Material (CLSM) 33 7. Section 31 10 00 — Site Clearing 34 8. Section 31 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 FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 1 2 3 4 5 6 7 8 330510-2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 2 of 19 a. Measurement 1) This Item is considered subsidiary to the installation of the utility pipe line as designated in the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item are considered subsidiary to the installation of the utility pipe for the type of embedment and backfill as indicated on the plans. No other compensation will be allowed. 9 2. Imported Embedment or Backfill 10 a. Measurement 11 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 25 26 27 28 29 30 31 32 33 34 35 36 3. Ground Water Control a. b. Measurement 1) Measurement shall be lump sum when a ground water control plan is specifically required by the Contract Documents. Payment Payment shall be per the lump including: a) Submittals b) Additional Testing c) Ground water control system installation d) Ground water control system operations and maintenance e) Disposal of water f) Removal of ground water control system 1) sum price bid for "Ground Water Control" 37 4. Trench Safety 38 a. Measurement 39 1) Measured per linear foot of excavation for all trenches that require trench 40 safety in accordance with OSHA excavation safety standards (29 CFR Part 41 1926 Subpart P Safety and Health regulations for Construction) 42 b. Payment 43 1) The work performed and materials furnished in accordance with this Item 44 and measured as provided under "Measurement" will be paid for at the unit 45 price bid per linear foot of excavation to comply with OSHA excavation 46 safety standards (29 CFR Part 1926.650 Subpart P), including, but not 47 limited to, all submittals, labor and equipment. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330510-3 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 3 of 19 1 1.3 REFERENCES 2 A. Definitions 3 1. General — Definitions used in this section are in accordance with Terminologies 4 ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise 5 noted. 6 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, 7 haunching bedding, springline, pipe zone and foundation are defined as shown in 8 the following schematic: 9 10 11 VED ARE..:. C3 Ifs INITIAL BACKFILL m SPRINGLINE HAUNCHING -OUNL)A IION LXCAVAILI} IRLNCHI WIDI� W f, EL OD C1FARANGF 3. Deleterious materials — Harmful materials such as clay lumps, silts and organic material 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 top of the 18 initial backfill to bottom of permanent or temporary pavement repair CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330510-4 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 4 of 19 1 B. Reference Standards 2 1. Reference standards cited in this Specification refer to the current reference 3 standard published at the time of the latest revision date logged at the end of this 4 Specification, unless a date is specifically cited. 5 2. ASTM Standards: 6 a. ASTM C33-08 Standard Specifications for Concrete Aggregates 7 b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or 8 Magnesium Sulfate 9 c. ASTM C136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate 10 d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and 11 Bridge Construction. 12 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large- 13 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 14 f. ASTM D588 — Standard Test method for Moisture -Density Relations of Soil- 15 Cement Mixture 16 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 17 Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). 18 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 19 Place by Sand Cone Method. 20 i. ASTM 2487 — 10 Standard Classification of Soils for Engineering Purposes 21 (Unified Soil Classification System) 22 j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 23 and Other Gravity -Flow Applications 24 k. ASTM D2922 — Standard Test Methods for Density of Soils and Soil 25 Aggregate in Place by Nuclear Methods (Shallow Depth) 26 1. ASTM 3017 - Standard Test Method for Water Content of Soil and Rock in 27 place by Nuclear Methods (Shallow Depth) 28 m. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit 29 Weight of Soils and Calculations of Relative Density 30 3. OSHA 31 a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety 32 Regulations for Construction, Subpart P - Excavations 33 1.4 ADMINISTRATIVE REQUIREMENTS 34 A. Coordination 35 1. Utility Company Notification 36 a. Notify area utility companies at least 48 hours in advance, excluding weekends 37 and holidays, before starting excavation. 38 b. Request the location of buried lines and cables in the vicinity of the proposed 39 work. 40 B. Sequencing 41 1. Sequence work for each section of the pipe installed to complete the embedment 42 and backfill placement on the day the pipe foundation is complete. 43 2. Sequence work such that proctors are complete in accordance with ASTM D698 44 prior to commencement of construction activities. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330510-5 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 5 of 19 1 1.5 SUBMITTALS 2 A. Submittals shall be in accordance with Section 01 33 00. 3 B. All submittals shall be approved by the Engineer or the City prior to construction. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 5 A. Shop Drawings 6 1. Provide detailed drawings and explanation for ground water and surface water 7 control, if required. 8 2. Trench Safety Plan in accordance with Occupational Safety and Health 9 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - 10 Excavations 11 3. Stockpiled excavation and/or backfill material 12 a. Provide a description of the storage of the excavated material only if the 13 Contract Documents do not allow storage of materials in the right-of-way of the 14 easement. 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY, STORAGE, AND HANDLING 19 A. Storage 20 1. Within Existing Rights -of -Way (ROW) 21 a. Spoil, imported embedment and backfill materials may be stored within 22 existing ROW, easements or temporary construction easements, unless 23 specifically disallowed in the Contract Documents. 24 b. Do not block drainage ways, inlets or driveways. 25 c. Provide erosion control in accordance with Section 31 25 00. 26 d. Store materials only in areas barricaded as provided in the traffic control plans. 27 e. In non -paved areas, do not store material on the root zone of any trees or in 28 landscaped areas. 29 2. Designated Storage Areas 30 a. If the Contract Documents do not allow the storage of spoils, embedment or 31 backfill materials within the ROW, easement or temporary construction 32 easement, then secure and maintain an adequate storage location. 33 b. Provide an affidavit that rights have been secured to store the materials on 34 private property. 35 c. Provide erosion control in accordance with Section 31 25 00. 36 d. Do not block drainage ways. 37 e. Only materials used for 1 working day will be allowed to be stored in the work 38 zone. 39 B. Deliveries and haul -off - Coordinate all deliveries and haul -off. 40 1.11 FIELD [SITE] CONDITIONS 41 A. Existing Conditions CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 330510-6 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 6 of 19 1 1. Any data which has been or may be provided on subsurface conditions is not 2 intended as a representation or warranty of accuracy or continuity between soils. It 3 is expressly understood that neither the City nor the Engineer will be responsible 4 for interpretations or conclusions drawn there from by the Contractor. 5 2. Data is made available for the convenience of the Contractor. 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS 8 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS 9 2.2 MATERIALS 10 A. Materials 11 1. Utility Sand 12 a. Granular and free flowing 13 b. Generally meets or exceeds the limits on deleterious substances per Table 1 for 14 15 c. 16 d. fine aggregate according to ASTM C 33 Reasonably free of organic material Gradation: Sieve Size Percent Retained 1 inch 0 3/8 inch 0-10 #40 20-60 #100 95 17 2. Crushed Rock 18 a. Durable crushed rock or recycled concrete 19 b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 20 c. May be unwashed 21 d. Free from significant silt clay or unsuitable materials 22 e. Percentage of wear not more than 40 percent per ASTM C131 or C535 23 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 24 sodium sulfate soundness per ASTM C88 25 3. Fine Crushed Rock 26 a. Durable crushed rock 27 b. Meets the gradation of ASTM D448 size numbers 8 or 89 28 c. May be unwashed 29 d. Free from significant silt clay or unsuitable materials. 30 e. Have a percentage of wear not more than 40 percent per ASTM C131 or C535 31 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 32 sodium sulfate soundness per ASTM C88 33 4. Ballast Stone 34 a. Stone ranging from 3 inches to 6 inches in greatest dimension. 35 b. May be unwashed 36 c. Free from significant silt clay or unsuitable materials 37 d. Percentage of wear not more than 40 percent per ASTM C131 or C535 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330510-7 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 7 of 19 1 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of 2 sodium sulfate soundness per ASTM C88 3 5. Acceptable Backfill Material 4 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 5 ASTM D2487 6 b. Free from deleterious materials, boulders over 6 inches in size and organics 7 c. Can be placed free from voids 8 d. Must have 20 percent passing the number 200 sieve 9 6. Blended Backfill Material 10 a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 11 b. Blended with in -situ or imported acceptable backfill material to meet the 12 requirements of an Acceptable Backfill Material 13 c. Free from deleterious materials, boulders over 6 inches in size and organics 14 d. Must have 20 percent passing the number 200 sieve 15 7. Unacceptable Backfill Material 16 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 17 D2487 18 8. Select Fill 19 a. Classified as SC or CL in accordance with ASTM D2487 20 b. Liquid limit less than 35 21 c. Plasticity index between 8 and 20 22 9. Cement Stabilized Sand (CSS) 23 a. Sand or silty sand 24 b. Free of clay or plastic material 25 c. Minimum of 4 percent cement content of Type I/II portland cement 26 d. 100 to 150 psi compressive strength at 2 days in accordance with ASTM 27 D 1633, Method A 28 e. 200 to 250 psi compressive strength at 23 days in accordance with ASTM 29 D 1633, Method A 30 f. Mix in a stationary pug mill, weigh -batch or continuous mixing plant 31 10. Controlled Low Strength Material (CLSM) 32 a. Conform to Section 03 34 13 33 11. Trench Geotextile Fabric 34 a. Soils other than ML or OH in accordance with ASTM D2487 35 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 36 2) Fibers shall retain their relative position 37 3) Inert to biological degradation 38 4) Resist naturally occurring chemicals 39 5) UV Resistant 40 6) Mirafi 140N by Tencate, or approved equal 41 b. Soils Classified as ML or OH in accordance with ASTM D2487 42 1) High -tenacity monofilament polypropylene woven yarn 43 2) Percent open area of 8 percent to 10 percent 44 3) Fibers shall retain their relative position 45 4) Inert to biological degradation 46 5) Resist naturally occurring chemicals 47 6) UV Resistant CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330510-8 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 8 of 19 1 7) Mirafi FW402 by Tencate, or approved equal 2 2.3 ACCESSORIES [NOT USED] 3 2.4 SOURCE QUALITY CONTROL [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION 7 A. Verification of Conditions 8 1. Review all known, identified or marked utilities, whether public or private, prior to 9 excavation. 10 2. Locate and protect all known, identified and marked utilities or underground 11 facilities as excavation progresses. 12 3. Notify all utility owners within the project limits 48 hours prior to beginning 13 excavation. 14 4. The information and data shown in the Drawings with respect to utilities is 15 approximate and based on record information or on physical appurtenances 16 observed within the project limits. 17 5. Coordinate with the Owner(s) of underground facilities. 18 6. Immediately notify any utility owner of damages to underground facilities resulting 19 from construction activities. 20 7. Repair any damages resulting from the construction activities. 21 B. Notify the City immediately of any changed condition that impacts excavation and 22 installation of the proposed utility. 23 3.3 PREPARATION 24 A. Protection of In -Place Conditions 25 1. Pavement 26 a. Conduct activities in such a way that does not damage existing pavement that is 27 designated to remain. 28 b. Repair or replace any pavement damaged due to the negligence of the 29 contractor outside the limits designated for pavement removal at no additional 30 cost to the City. 31 2. Trees 32 a. When operating outside of existing ROW, stake permanent and temporary 33 construction easements. 34 b. Restrict all construction activities to the designated easements and ROW. 35 c. Flag and protect all trees designated to remain in accordance with Section 31 10 36 00. 37 d. Conduct excavation, embedment and backfill in a manner such that there is no 38 damage to the tree canopy. 39 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 40 specifically allowed by the City. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330510-9 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 9 of 19 1 1) Pruning or trimming may only be accomplished with equipments 2 specifically designed for tree pruning or trimming. 3 f. Remove trees specifically designated to be removed in the Drawings in 4 accordance with Section 31 10 00. 5 3. Above ground Structures 6 a. Protect all above ground structures adjacent to the construction. 7 b. Remove above ground structures designated for removal in the Drawings in 8 accordance with Section 02 41 13 9 4. Traffic 10 a. Maintain existing traffic, except as modified by the traffic control plan, and in 11 accordance with Section 34 71 13. 12 b. Do not block access to driveways or alleys for extended periods of time unless: 13 1) Alternative access has been provided 14 2) Proper notification has been provided to the property owner or resident 15 3) It is specifically allowed in the traffic control plan 16 c. Use traffic rated plates to maintain access until access is restored. 17 5. Traffic Signal — Poles, Mast Arms, Pull boxes, Detector loops 18 a. Notify the City's Traffic Services Division a minimum of 48 hours prior to any 19 excavation that could impact the operations of an existing traffic signal. 20 b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit 21 and detector loops. 22 c. Immediately notify the City's Traffic Services Division if any damage occurs to 23 any component of the traffic signal due to the contractors activities. 24 d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic 25 cabinets, conduit and detector loops as a result of the construction activities. 26 6. Fences 27 a. Protect all fences designated to remain. 28 b. Leave fence in the equal or better condition as prior to construction. 29 3.4 INSTALLATION 30 A. Excavation 31 1. Excavate to a depth indicated on the Drawings. 32 2. Trench excavations are defined as unclassified. No additional payment shall be 33 granted for rock or other in -situ materials encountered in the trench. 34 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 35 and bracing in accordance with the Excavation Safety Plan. 36 4. The bottom of the excavation shall be firm and free from standing water. 37 a. Notify the City immediately if the water and/or the in -situ soils do not provide 38 for a firm trench bottom. 39 b. The City will determine if any changes are required in the pipe foundation or 40 bedding. 41 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 42 excavation shall not advance beyond the pipe placement so that the trench may be 43 backfilled in the same day. 44 6. Over Excavation 45 a. Fill over excavated areas with the specified bedding material as specified for 46 the specific pipe to be installed. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSIRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 3305 10- 10 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 10 of 19 1 b. No additional payment will be made for over excavation or additional bedding 2 material. 3 7. Unacceptable Backfill Materials 4 a. In -situ soils classified as unacceptable backfill material shall be separated from 5 acceptable backfill materials. 6 b. If the unacceptable backfill material is to be blended in accordance with this 7 Specification, then store material in a suitable location until the material is 8 blended. 9 c. Remove all unacceptable material from the project site that is not intended to be 10 blended or modified. 11 8. Rock — No additional compensation will be paid for rock excavation or other 12 changed field conditions. 13 B. Shoring, Sheeting and Bracing 14 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 15 specific excavation safety system in accordance with Federal and State 16 requirements. 17 2. Excavation protection systems shall be designed according to the space limitations 18 as indicated in the Drawings. 19 3. Furnish, put in place and maintain a trench safety system in accordance with the 20 Excavation Safety Plan and required by Federal, State or local safety requirements. 21 4. If soil or water conditions are encountered that are not addressed by the current 22 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 23 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 24 City. 25 5. Do not allow soil, or water containing soil, to migrate through the Excavation 26 Safety System in sufficient quantities to adversely affect the suitability of the 27 Excavation Protection System. Movable bracing, shoring plates or trench boxes 28 used to support the sides of the trench excavation shall not: 29 a. Disturb the embedment located in the pipe zone or lower 30 b. Alter the pipe's line and grade after the Excavation Protection System is 31 removed 32 c. Compromise the compaction of the embedment located below the spring line of 33 the pipe and in the haunching 34 C. Water Control 35 1. Surface Water 36 a. Furnish all materials and equipment and perform all incidental work required to 37 direct surface water away from the excavation. 38 2. Ground Water 39 a. Furnish all materials and equipment to dewater ground water by a method 40 which preserves the undisturbed state of the subgrade soils. 41 b. Do not allow the pipe to be submerged within 24 hours after placement. 42 c. Do not allow water to flow over concrete until it has sufficiently cured. 43 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 44 Control Plan if any of the following conditions are encountered: 45 1) A Ground Water Control Plan is specifically required by the Contract 46 Documents CITY OF FORT WORTH 2008 CAPITOL IIVIPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330510-11 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 11 of 19 1 2) If in the sole judgment of the City, ground water is so severe that an 2 Engineered Ground Water Control Plan is required to protect the trench or 3 the installation of the pipe which may include: 4 a) Ground water levels in the trench are unable to be maintained below 5 the top of the bedding 6 b) A firm trench bottom cannot be maintained due to ground water 7 c) Ground water entering the excavation undermines the stability of the 8 excavation. 9 d) Ground water entering the excavation is transporting unacceptable 10 quantities of soils through the Excavation Safety System. 11 e. In the event that there is no bid item for a Ground Water Control and the City 12 requires an Engineered Ground Water Control Plan due to conditions 13 discovered at the site, the contractor will be eligible to submit a change order. 14 f. Control of ground water shall be considered subsidiary to the excavation when: 15 1) No Ground Water Control Plan is specifically identified and required in the 16 Contract Documents 17 g. Ground Water Control Plan installation, operation and maintenance 18 1) Furnish all materials and equipment necessary to implement, operate and 19 maintain the Ground Water Control Plan. 20 2) Once the excavation is complete, remove all ground water control 21 equipment not called to be incorporated into the work. 22 h. Water Disposal 23 1) Dispose of ground water in accordance with City policy or Ordinance. 24 2) Do not discharge ground water onto or across private property without 25 written permission. 26 3) Permission from the City is required prior to disposal into the Sanitary 27 Sewer. 28 4) Disposal shall not violate any Federal, State or local regulations. 29 D. Embedment and Pipe Placement 30 1. Water Lines less than, or equal to, 12 inches in diameter: 31 a. The entire embedment zone shall be of uniform material. 32 b. Utility sand shall be generally used for embedment. 33 c. If ground water is in sufficient quantity to cause sand to pump, then use 34 crushed rock as embedment. 35 1) If crushed rock is not specifically identified in the Contract Documents, 36 then crushed rock shall be paid by the pre -bid unit price. 37 d. Place evenly spread bedding material on a firm trench bottom. 38 e. Provide firm, uniform bedding. 39 f. Place pipe on the bedding in accordance with the alignment of the Drawings. 40 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 41 proposed grade, unless specifically called for in the Drawings. 42 h. Place embedment, including initial backfill, to a minimum of 6 inches, but not 43 more than 12 inches, above the pipe. 44 i. Where gate valves are present, the initial backfill shall extend to 6 inches above 45 the elevation of the valve nut. 46 j. Form all blocking against undisturbed trench wall to the dimensions in the 47 Drawings. 48 k. Compact embedment and initial backfill. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 20l I 330510-12 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 12 of 19 1 1. Place marker tape on top of the initial trench backfill in accordance with 2 Section 33 05 26. 3 2. Water Lines 16-24 inches in Diameter 4 a. The entire embedment zone shall be of uniform material. 5 b. Utility sand may be used for embedment when the excavated trench depth is 6 less than 15 feet deep. 7 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 8 trench depths greater than 15 feet deep. 9 d. Crushed rock shall be used for embedment for steel pipe. 10 e. Provide trench geotextile fabric at any location where crushed rock or fine 11 crushed rock come into contact with utility sand 12 f. Place evenly spread bedding material on a firm trench bottom. 13 g. Provide firm, uniform bedding. 14 1) Additional bedding may be required if ground water is present in the 15 trench. 16 2) If additional crushed rock is required not specifically identified in the 17 Contract Documents, then crushed rock shall be paid by the pre -bid unit 18 price. 19 h. Place pipe on the bedding according to the alignment shown on the Drawings. 20 i. The pipe line shall be within: 21 1) ±3 inches of the elevation on the Drawings for 16-inch and 24-inch water 22 lines 23 j. Place and compact embedment material to adequately support haunches in 24 accordance with the pipe manufacturer's recommendations. 25 k. Place remaining embedment including initial backfill to a minimum of 6 inches, 26 but not more than 12 inches, above the pipe. 27 1. Where gate valves are present, the initial backfill shall extend to up to the valve 28 nut. 29 m. Compact the embedment and initial backfill to 95 percent Standard Proctor 30 ASTM D 698. 31 n. Density test may be performed by City to verify that the compaction of 32 embedment meets requirements. 33 0. Place trench geotextile fabric on top of the initial backfill. 34 p. Place marker tape on top of the trench geotextile fabric in accordance with 35 Section 33 05 26. 36 3. Water Lines Greater than 24 Inches in Diameter 37 a. The entire embedment zone shall be of uniform material. 38 b. Crushed rock shall be used for embedment. 39 c. Provide trench geotextile fabric at any location where crushed rock or fine 40 crushed rock come into contact with utility sand. 41 d. Place evenly spread bedding material on a firm trench bottom. 42 e. Provide firm, uniform bedding. 43 1) Additional bedding may be required if ground water is present in the 44 trench. 45 2) If additional crushed rock is required which is not specifically identified in 46 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 47 price. 48 f. Place pipe on the bedding according to the alignment shown on the Drawings. 49 g. The pipe line shall be within: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330510-13 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 13 of 19 1 1) ±1 inch of the elevation on the Drawings for 30-inch and larger water lines 2 h. Place and compact embedment material to adequately support haunches in 3 accordance with the pipe manufacturer's recommendations. 4 i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall 5 not exceed the spring line prior to compaction. 6 j. Place remaining embedment, including initial backfill, to a minimum of 6 7 inches, but not more than 12 inches, above the pipe. 8 k. Where gate valves are present, the initial backfill shall extend to up to the valve 9 nut. 10 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 11 ASTM D 698. 12 m. Density test may be performed by City to verify that the compaction of 13 embedment meets requirements. 14 n. Place trench geotextile fabric on top of the initial backfill. 15 0. Place marker tape on top of the trench geotextile fabric in accordance with 16 Section 33 05 26. 17 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) 18 a. The entire embedment zone shall be of uniform material. 19 b. Crushed rock shall be used for embedment. 20 c. Place evenly spread bedding material on a firm trench bottom. 21 d. Spread bedding so that lines and grades are maintained and that there are no 22 sags in the sanitary sewer pipe line. 23 e. Provide firm, uniform bedding. 24 1) Additional bedding may be required if ground water is present in the 25 trench. 26 2) If additional crushed rock is required which is not specifically identified in 27 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 28 price. 29 f. Place pipe on the bedding according to the alignment shown in the Drawings. 30 g. The pipe line shall be within ±0.1 inches of the elevation on the Drawings. 31 h. Place and compact embedment material to adequately support haunches in 32 accordance with the pipe manufacturer's recommendations. 33 i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not 34 exceed the spring line prior to compaction. 35 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 36 but not more than 12 inches, above the pipe. 37 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 38 ASTM D 698. 39 1. Density test may be performed by City to verify that the compaction of 40 embedment meets requirements. 41 m. Place trench geotextile fabric on top of the initial backfill. 42 n. Place marker tape on top of the trench geotextile fabric in accordance with 43 Section 33 05 26. 44 5. Storm Sewer (RCP) 45 a. The bedding and the pipe zone up to the spring line shall be of uniform 46 material. 47 b. Crushed rock shall be used for embedment up to the spring line. 48 c. The specified backfill material may be used above the spring line. 49 d. Place evenly spread bedding material on a firm trench bottom. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 05 10 - 14 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 14 of 19 1 e. Spread bedding so that lines and grades are maintained and that there are no 2 sags in the storm sewer pipe line. 3 f. Provide firm, uniform bedding. 4 1) Additional bedding may be required if ground water is present in the 5 trench. 6 2) If additional crushed rock is required which is not specifically identified in 7 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 8 price. 9 g. Place pipe on the bedding according to the alignment of the Drawings. 10 h. The pipe line shall be within ±0.1 inches of the elevation on the Drawings. 11 i. Place embedment material up to the spring line. 12 1) Place embedment to ensure that adequate support is obtained in the haunch. 13 j. Compact the embedment and initial backfill to 95 percent Standard Proctor 14 ASTM D 698. 15 k. Density test may be performed by City to verify that the compaction of 16 embedment meets requirements. 17 1. Place trench geotextile fabric on top of pipe and crushed rock. 18 6. Stone Sewer Reinforced Concrete Box 19 a. Crushed rock shall be used for bedding. 20 b. The pipe zone and the initial backfill shall be: 21 1) Crushed rock, or 22 2) Acceptable backfill material compacted to 95 percent Standard Proctor 23 density 24 c. Place evenly spread compacted bedding material on a firm trench bottom. 25 d. Spread bedding so that lines and grades are maintained and that there are no 26 sags in the storm sewer pipe line. 27 e. Provide firm, uniform bedding. 28 1) Additional bedding may be required if ground water is present in the 29 trench. 30 2) If additional crushed rock is required which is not specifically identified in 31 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 32 price. 33 f. Fill the annular space between multiple boxes with crushed rock, CLSM 34 according to 03 34 13 or cement stabilized sand (CSS). 35 g. Place pipe on the bedding according to the alignment of the Drawings. 36 h. The pipe shall be within ±0.1 inches of the elevation on the Drawings. 37 i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM 38 D698. 39 7. Water Services (Less than 2 Inches in Diameter) 40 a. The entire embedment zone shall be of uniform material. 41 b. Utility sand shall be generally used for embedment. 42 c. Place evenly spread bedding material on a firm trench bottom. 43 d. Provide firm, uniform bedding. 44 e. Place pipe on the bedding according to the alignment of the Plans. 45 f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 46 8. Sanitary Sewer Services 47 a. The entire embedment zone shall be of uniform material. 48 b. Crushed rock shall be used for embedment. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330510-15 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 15 of 19 1 c. Place evenly spread bedding material on a firm trench bottom. 2 d. Spread bedding so that lines and grades are maintained and that there are no 3 sags in the sanitary sewer pipe line. 4 e. Provide firm, uniform bedding. 5 1) Additional bedding may be required if ground water is present in the 6 trench. 7 2) If additional crushed rock is required which is not specifically identified in 8 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 9 price. 10 f. Place pipe on the bedding according to the alignment of the Drawings. 11 g. Place remaining embedment, including initial backfill, to a minimum of 6 12 inches, but not more than 12 inches, above the pipe. 13 h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 14 i. Density test may be required to verify that the compaction meets the density 15 requirements. 16 E. Trench Backfill 17 1. At a minimum, place backfill in such a manner that the required in -place density 18 and moisture content is obtained, and so that there will be no damage to the surface, 19 pavement or structures due to any trench settlement or trench movement. 20 a. Meeting the requirement herein does not relieve the responsibility to damages 21 associated with the Work. 22 2. Backfill Material 23 a. Final backfill depth less than 15 feet 24 1) Backfill with: 25 a) Acceptable backfill material 26 b) Blended backfill material, or 27 c) Select backfill material, CSS, or CLSM when specifically required 28 b. Final backfill depth greater than 15 feet and under pavement or future pavement 29 1) Backfill depth from 0-15 feet deep 30 a) Backfill with: 31 (1) Acceptable backfill material 32 (2) Blended backfill material, or 33 (3) Select backfill material, CSS, or CLSM when specifically required 34 2) Backfill depth greater thanl5 feet deep 35 a) Backfill with: 36 (1) Select Fill 37 (2) CSS, or 38 (3) CLSM when specifically required 39 c. Final backfill depth greater than 15 feet and not under pavement or future 40 pavement 41 1) Backfill with: 42 a) Acceptable backfill material, or 43 b) Blended backfill material 44 3. Required Compaction and Density 45 a. Final backfill depths less than 15 feet 46 1) Compact acceptable backfill material, blended backfill material or select 47 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 48 moisture content within -2 to +5 percent of the optimum moisture. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330510-16 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16 of 19 1 2) CSS or CLSM requires no compaction. 2 b. Final backfill depths greater than 15 feet and under existing or future pavement 3 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 4 ASTM D 698 at moisture content within -2 to +5 percent of the optimum 5 moisture. 6 2) CSS or CLSM requires no compaction. 7 c. Final backfill depths greater than 15 feet and not under existing or future 8 pavement 9 1) Compact acceptable backfill material blended backfill material, or select 10 backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at 11 moisture content within -2 to +5 percent of the optimum moisture. 12 4. Saturated Soils 13 a. If in -situ soils consistently demonstrate that they are greater than 5 percent over 14 optimum moisture content, the soils are considered saturated. 15 b. If saturated soils are identified in the Drawings or Geotechnical Report in the 16 Appendix, Contractor shall proceed with Work following all backfill 17 procedures outlined in the Drawings for areas of soil saturation greater than 5 18 percent. 19 c. If saturated soils are encountered during Work but not identified in Drawings or 20 Geotechnical Report in the Appendix: 21 1) The Contractor shall: 22 a) Immediately notify the City. 23 b) Submit a Contract Claim for Extra Work associated with direction from 24 City. 25 2) The City shall: 26 a) Investigate soils and determine if Work can proceed in the identified 27 location. 28 b) Direct the Contractor of changed backfill procedures associated with 29 the saturated soils that may include: 30 (1) Imported backfill 31 (2) A site specific backfill design 32 5. Placement of Backfill 33 a. Use only compaction equipment specifically designed for compaction of a 34 particular soil type and within the space and depth limitation experienced in the 35 trench. 36 b. Place in loose lifts not to exceed 12 inches. 37 c. Compact to specified densities. 38 d. Compact only on top of initial backfill, undisturbed trench or previously 39 compacted backfill. 40 e. Remove any loose materials due to the movement of any trench box or shoring 41 or due to sloughing of the trench wall. 42 f. Install appropriate tracking balls for water and sanitary sewer trenches in 43 accordance with Section 33 05 26. 44 6. Backfill Means and Methods Demonstration 45 a. Notify the City in writing with sufficient time for the City to obtain samples 46 and perform standard proctor test in accordance with ASTM D698. 47 b. The results of the standard proctor test must be received prior to beginning 48 excavation. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 201 I 330510-17 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 17 of 19 1 c. Upon commencing of backfill placement for the project the Contractor shall 2 demonstrate means and methods to obtain the required densities. 3 d. Demonstrate Means and Methods for compaction including: 4 1) Depth of lifts for backfill which shall not exceed 12 inches 5 2) Method of moisture control for excessively dry or wet backfill 6 3) Placement and moving trench box, if used 7 4) Compaction techniques in an open trench 8 5) Compaction techniques around structure 9 e. Provide a testing trench box to provide access to the recently backfilled 10 material. 11 f. The City will provide a qualified testing lab full time during this period to 12 randomly test density and moisture continent. 13 1) The testing lab will provide results as available on the job site. 14 7. Varying Ground Conditions 15 a. Notify the City of varying ground conditions and the need for additional 16 proctors. 17 b. Request additional proctors when soil conditions change. 18 c. The City may acquire additional proctors at its discretion. 19 d. Significant changes in soil conditions will require an additional Means and 20 Methods demonstration. 21 3.5 REPAIR [NOT USED] 22 3.6 RE -INSTALLATION [NOT USED] 23 3.7 FIELD QUALITY CONTROL 24 A. Field Tests and Inspections 25 1. Proctors 26 a. The City will perform Proctors in accordance with ASTM D698. 27 b. Test results will generally be available to within 4 calendar days and distributed 28 to: 29 1) Contractor 30 2) City Project Manager 31 3) City Inspector 32 4) Engineer 33 c. Notify the City if the characteristic of the soil changes. 34 d. City will perform new proctors for varying soils: 35 1) When indicated in the geotechnical investigation in the Appendix 36 2) If notified by the Contractor 37 3) At the convenience of the City 38 e. Trenches where different soil types are present at different depths, the proctors 39 shall be based on the mixture of those soils. 40 2. Density Testing of Backfill 41 a. Density Test Shall be in conformance with ASTM D2922. 42 b. Provide a testing trench protection for trenches deeper than 5 feet. 43 c. Place, move and remove testing trench protection as necessary to facilitate all 44 test conducted by the City. 45 d. For final backfill depths less than 15 feet and trenches of any depth not under 46 existing or future pavement: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330510-18 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 18 of 19 1 1) The City will perform density testing twice per working day when 2 backfilling operations are being conducted. 3 2) The testing lab shall take a minimum of 3 density tests of the current lift in 4 the available trench. 5 e. For final backfill depths greater than 15 feet deep: 6 1) The City will perform density testing twice per working day when 7 backfilling operations are being conducted. 8 2) The testing lab shall take a minimum of 3 density tests of the current lift in 9 the available trench. 10 3) The testing lab will remain onsite sufficient time to test 2 additional lifts. 11 f. Make the excavation available for testing. 12 g. The City will determine the location of the test. 13 h. The City testing lab will provide results to Contractor and the City's Inspector 14 upon completion of the testing. 15 i. A formal report will be posted to the City's Buzzsaw site within 48 hours. 16 j. Test reports shall include: 17 1) Location of test by station number 18 2) Time and date of test 19 3) Depth of testing 20 4) Field moisture 21 5) Dry density 22 6) Proctor identifier 23 7) Percent Proctor Density 24 3. Density of Embedment 25 a. Storm sewer boxes that are embedded with acceptable backfill material, 26 blended backfill material, cement modified backfill material or select material 27 will follow the same testing procedure as backfill. 28 b. The City may test fine crushed rock or crushed rock embedment in accordance 29 with ASTM D2922 or ASTM 1556. 30 B. Non -Conforming Work 31 1. All non -conforming work shall be removed and replaced. 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 END OF SECTION 40 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 201 I 330510-19 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 19 of 19 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPPI'OL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 FORT WORTH 6" MIN. AND 12" MAX. INITIAL BACKFILL UTILITY SAND PER SECTION 33 05 10 6" MIN. AND 12" MAX. Il BEDDING NO GROUND GROUND WATER WATER PRESENT PRESENT TRENCH GEOTEXTILE FABRIC = CRUSHED ROCK PER SECTION 33 05 10 6" MIN. TRENCH WALL CLEARANCE (TIP.) CITY OF FORT WORTH, TEXAS EMBEDMENT FOR WATER LINES 12-INCH AND SMALLER REVISED: 08-31-2012 33 05 10-D101 27 28 29 30 31 32 33 34 35 36 37 38 39 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page I of 7 1 SECTION 33 05 14 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 1. 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. 11 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 32 01 17 — Permanent Asphalt paving Repair 16 4. Section 32 01 29 — Concrete Paving Repair 17 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 18 6. Section 33 05 13 — Frame, Cover and Grade Rings 19 7. Section 33 39 10 — Cast -in -Place Concrete Manholes 20 8. Section 33 39 20 — Precast Concrete Manholes 21 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 22 10. Section 33 12 21 — AWWA Rubber -Seated Butterfly Valve 23 11. Section 33 04 11 — Corrosion Control Test Station 24 12. Section 33 04 12 — Magnesium Anode Cathodic Protection System 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 1. Manhole — Minor Adjustment a. b. c. Measurement 1) Measurement for this Item shall be per each adjustment using only grade rings or other minor adjustment devices to raise or lower a manhole to a grade as specified on the Drawings. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Minor" completed. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 330514-2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 7 1 4) Disposal of excess material 2 5) Grade rings or other adjustment device 3 6) Reuse of the existing manhole frame and cover 4 7)) Furnishing, placing and compaction of embedment and backfill 5 8) Concrete base material 6 9) Permanent asphalt patch or concrete paving repair, as required 7 10) Clean-up 8 2. Manhole - Major Adjustment 9 a. Measurement 10 1) Measurement for this Item shall be per each adjustment requiring structural 11 modifications to raise or lower a manhole to a grade as specified on the 12 Drawings. 13 b. Payment 14 1) The work performed and the materials furnished in accordance with this 15 Item will be paid for at the unit price bid per each "Manhole Adjustment, 16 Major" completed. 17 c. The price bid shall include: 18 1) Pavement removal 19 2) Excavation 20 3) Hauling 21 4) Disposal of excess material 22 5) Structural modifications, grade rings or other adjustment device 23 6) Reuse of the existing manhole frame and cover 24 7) Furnishing, placing and compaction of embedment and backfill 25 8) Concrete base material 26 9) Permanent asphalt patch or concrete paving repair, as required 27 10) Clean-up 28 3. Manhole - Major Adjustment with Frame and Cover 29 a. Measurement 30 1) Measurement for this Item shall be per each adjustment requiring structural 31 modifications to raise or lower a manhole to a grade specified on the 32 Drawings or structural modifications for a manhole requiring a new frame 33 and cover, often for changes to cover diameter. 34 b. Payment 35 1) The work performed and the materials furnished in accordance with this 36 Item will be paid for at the unit price bid per each "Manhole Adjustment, 37 Major w/ Cover" completed. 38 c. The price bid shall include: 39 1) Pavement removal 40 2) Excavation 41 3) Hauling 42 4) Disposal of excess material 43 5) Structural modifications, grade rings or other adjustment device 44 6) Frame and cover 45 7) Furnishing, placing and compaction of embedment and backfill 46 8) Concrete base material 47 9) Permanent asphalt patch or concrete paving repair, as required 48 10) Clean-up CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 330514-3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 7 1 4. Inlet 2 a. Measurement 3 1) Measurement for this Item shall be per each adjustment requiring structural 4 modifications to inlet to a grade specified 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 "Inlet Adjustment" 8 completed. 9 c. The price bid shall include: 10 1) Pavement removal 11 2) Excavation 12 3) Hauling 13 4) Disposal of excess material 14 5) Structural modifications 15 6) Furnishing, placing and compaction of embedment and backfill 16 7) Concrete base material, as required 17 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 18 required 19 9) Clean-up 20 5. Valve Box 21 a. Measurement 22 1) Measurement for this Item shall be per each adjustment to a grade specified 23 on the Drawings. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item will be paid for at the unit price bid per each "Valve Box Adjustment" 27 completed. 28 c. The price bid shall include: 29 1) Pavement removal 30 2) Excavation 31 3) Hauling 32 4) Disposal of excess material 33 5) Adjustment device 34 6) Furnishing, placing and compaction of embedment and backfill 35 7) Concrete base material, as required 36 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 37 required 38 9) Clean-up 39 6. Cathodic Protection Test Station 40 a. Measurement 41 1) Measurement for this Item shall be per each adjustment to a grade specified 42 on the Drawings. 43 b. Payment 44 1) The work performed and the materials furnished in accordance with this 45 Item will be paid for at the unit price bid per each "Cathodic Protection 46 Test Station Adjustment" completed. 47 c. The price bid shall include: 48 1) Pavement removal 49 2) Excavation CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 330514-4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 7 1 3) Hauling 2 4) Disposal of excess material 3 5) Adjustment device 4 6) Furnishing, placing and compaction of embedment and backfill 5 7) Concrete base material, as required 6 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 7 required 8 9) Clean-up 9 7. Fire Hydrant 10 a. Measurement 11 1) Measurement for this Item shall be per each adjustment requiring stem 12 extensions to meet a grade specified by the Drawings. 13 b. Payment 14 1) The work performed and the materials furnished in accordance with this 15 Item will be paid for at the unit price bid per each "Fire Hydrant Stem 16 Extension" completed. 17 c. The price bid shall include: 18 1) Pavement removal 19 2) Excavation 20 3) Hauling 21 4) Disposal of excess material 22 5) Adjustment materials 23 6) Furnishing, placing and compaction of embedment and backfill 24 7) Concrete base material, as required 25 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 26 required 27 9) Clean-up 28 8. Miscellaneous Structure 29 a. Measurement 30 1) Measurement for this Item shall be per each adjustment requiring structural 31 modifications to said structure to a grade specified on the Drawings. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item will be paid for at the unit price bid per each "Miscellaneous Structure 35 Adjustment" completed. 36 c. The price bid shall include: 37 1) Pavement removal 38 2) Excavation 39 3) Hauling 40 4) Disposal of excess material 41 5) Structural modifications 42 6) Furnishing, placing and compaction of embedment and backfill 43 7) Concrete base material 44 8) Permanent asphalt patch or concrete paving repair, as required 45 9) Clean-up 46 1.3 REFERENCES 47 A. Definitions CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 330514-5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 7 1 1. Minor Adjustment 2 a. Refers to a small elevation change performed on an existing manhole where the 3 existing frame and cover are reused. 4 2. Major Adjustment 5 a. Refers to a significant elevation change performed on an existing manhole 6 which requires structural modification or when a 24-inch ring is changed to a 7 30-inch ring. 8 B. Reference Standards 9 1. Reference standards cited in this Specification refer to the current reference 10 standard published at the time of the latest revision date logged at the end of this 11 Specification, unless a date is specifically cited. 12 2. Texas Commission on Environmental Quality (TCEQ): 13 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and 14 Related Structures. 15 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 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 [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 26 2.2 MATERIALS 27 A. Cast -in -Place Concrete 28 1. See Section 03 30 00. 29 B. Modifications to Existing Concrete Structures 30 1. See Section 03 80 00. 31 C. Grade Rings 32 1. See Section 33 05 13. 33 D. Frame and Cover 34 1. See Section 33 05 13. 35 E. Backfill material CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 330514-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 7 1 1. See Section 33 05 10. 2 F. Water valve box extension 3 1. See Section 33 12 20. 4 G. Corrosion Protection Test Station 5 1. See Section 33 04 11. 6 H. Cast -in -Place Concrete Manholes 7 1. See Section 33 39 10. 8 I. Precast Concrete Manholes 9 1. See Section 33 39 20. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION 15 A. Verification of Conditions 16 1. Examine existing structure to be adjusted, for damage or defects that may affect 17 grade adjustment. 18 a. Report issue to City for consideration before beginning adjustment. 19 3.3 PREPARATION 20 A. Grade Verification 21 1. On major adjustments confirm any grade change noted on Drawings is consistent 22 with field measurements. 23 a. If not, coordinate with City to verify final grade before beginning adjustment. 24 3.4 ADJUSTMENT 25 A. Manholes, Inlets, and Miscellaneous Structures 26 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 27 30-inch frame and cover assembly per TCEQ requirement. 28 2. On manhole major adjustments, inlets and miscellaneous structures protect the 29 bottom using wood forms shaped to fit so that no debris blocks the invert or the 30 inlet or outlet piping in during adjustments. 31 a. Do not use any more than a 2-piece bottom. 32 3. Do not extend chimney portion of the manhole beyond 24 inches. 33 4. Use the least number of grade rings necessary to meet required grade. 34 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 35 rings. 36 B. Valve Boxes CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 330514-7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 7 of 7 1 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 2 the Drawings. 3 C. Backfill and Grading 4 1. Backfill area of excavation surrounding each adjustment in accordance to Section 5 33 05 10. 6 D. Pavement Repair 7 1. If required pavement repair is to be performed in accordance with Section 32 01 17 8 or Section 32 01 29. 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 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 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 20 1.2.A — Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover; Added items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4 — Pavement repair requirements were added CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 33 05 26 UTILITY MARKERS/LOCATORS 33 05 26 - I UTILITY MARKERS/LOCATORS Page 1 of 6 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 14 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 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 Public Works Association (AWPA): 35 a. Uniform Color Code. CITY OF FORT WORTH 2008 CAPTrOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 330526-2 UTILITY MARKERS/LOCATORS Page 2 of 6 1 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 1. Buried Marker 8 2. Surface Marker 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS 16 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 17 2.2 MATERIALS 18 A. Manufacturers 19 1. Only the manufacturers as listed on the City's Standard Products List will be 20 considered as shown in Section 01 60 00. 21 a. The manufacturer must comply with this Specification and related Sections. 22 2. Any product that is not listed on the Standard Products List is considered a 23 substitution and shall be submitted in accordance with Section 01 25 00. 24 3. Provide new Utility Markers/Locators from a manufacturer regularly engaged in the 25 manufacturing of Utility Markers/Locators. 26 B. Materials 27 1. Buried Markers 28 a. Detectable warning tape shall be as follows: 29 1) 5.0 mil overall thickness 30 2) Width — 3 inch minimum 31 3) Weight — 27.5 pounds per inch per 1,000 square feet 32 4) Triple Layer with: 33 a) Minimum thickness 0.35 mils solid aluminum foil encased in a 34 protective inert plastic jacket 35 (1) 100 percent virgin low density polyethylene CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 330526-3 UTILITY MARKERS/LOCATORS Page 3 of 6 1 (2) Impervious to all known alkalis, acids, chemical reagents and 2 solvents within soil 3 (3) Aluminum foil visible to both sides 4 5) Locatable by conductive and inductive methods 5 6) Printing encased to avoid ink rub -off 6 7) Color and Legends 7 a) Potable water lines 8 (1) Color — Blue (in accordance with APWA Uniform Color Code) 9 (2) Legend — Caution Potable Water Line Below (repeated every 24 10 inches) 11 b) Reclaimed water lines 12 (1) Color — Purple (in accordance with APWA Uniform Color Code) 13 (2) Legend — Caution Reclaimed Water Line Below (repeated every 24 14 inches) 15 c) Sewer Line 16 (1) Color — Green (in accordance with APWA Uniform Color Code) 17 (2) Legend — Caution Sewer Line Below (repeated every 24 inches) 18 b. Electronic utility marker balls shall be as follows: 19 1) Sealed shell containing a passive antenna — low -frequency resonance circuit 20 tuned to specific frequency 21 2) Size — 4.5-inch diameter 22 3) Range — 5 feet minimum 23 4) Field Type/Shape — Spherical 24 5) Material — high -density polyethylene 25 6) Color and Frequency 26 a) Water Lines 27 (1) Color — Blue (in accordance with APWA Uniform Color Code) 28 (2) Frequency — 145.7 kHz 29 b) Sewer Line Markers 30 (1) Color — Green (in accordance with APWA Uniform Color Code) 31 (2) Frequency — 121.6 kHz 32 2. Surface Markers 33 a. Provide as follows: 34 1) 4-inch diameter, 6-feet minimum length, polyethylene posts, or equal 35 2) White posts with colored, ultraviolet resistant domes as follows: 36 a) Water Lines 37 (1) Color — Blue (in accordance with APWA Uniform Color Code) 38 (2) Legend — Caution Potable Water Line Below 39 b) Reclaimed water lines 40 (1) Color — Purple (in accordance with APWA Uniform Color Code) 41 (2) Legend — Caution Reclaimed Water Line Below 42 c) Sewer lines 43 (1) Color — Green (in accordance with APWA Uniform Color Code) 44 (2) Legend — Caution Sewer Line Below CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 05 26 - 4 UTILITY MARKERS/LOCATORS Page 4 of 6 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. Buried Markers 9 1. Detectable Warning Tape 10 a. Install in accordance with manufacturer's recommendations below natural 11 ground surface and directly above the utility for which it is marking. 12 1) Allow 18 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 1) 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 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Clearance between Utility and Marker Maximum Bury Depth Minimum Spacing Placement B. 330526-5 UTILITY MARKERS/LOCATORS Page 5 of 6 Marker Ball Clearance, Spacing, Bury and Placement 16-inch and Larger 12-inch and Smaller Water Lines Water Lines 4 inches ( minimum) 5 feet 6 feet -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 4 inches ( minimum) 5 feet 6 feet - Horizontal Bends -Vertical Bends - Horizontal Pts of curvature, tangency, reverse curvature - Casings - Dead-ends -Stub-outs Sanitary Sewer 4 inches ( minimum) 5 feet 6 feet -ROW/Casings (Highways) -ROW/Casings (Railroads) -Other Locations shown on Drawings Surface Markers 1. Bury a minimum of 2 feet deep, with a minimum of 4 feet above ground 2. The warning sign for all surface markers shall be 21 inches (not including post cap). 3. Where possible, place surface markers near fixed objects. 4. Place Surface Markers at the following locations: a. Buried Features 1) Place directly above a buried feature. b. Above -Ground Features 1) Place a maximum of 2 feet away from an above -ground feature. c. Water lines 16-inches and larger 1) Each right-of-way line (or end of casing pipe) for: a) Highway crossings b) Railroad crossings 2) Utility crossings such as: a) High pressure or large diameter gas lines b) Fiber optic lines c) Underground electric transmission lines CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 201 I 330526-6 UTILITY MARKERS/LOCATORS Page 6 of 6 1 d) Or other locations shown on the Drawings, or directed by the City 2 d. Surface markers not required for 12-inch and smaller water lines 3 e. For sanitary sewer lines: 4 1) In undeveloped areas, place marker maximum of 2 feet away from an 5 above -ground feature such as a manhole or combination air valve vault. 6 2) Place at 500-foot intervals along the pipeline. 7 3.5 REPAIR / RESTORATION [NOT USED] 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 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 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 330530-1 LOCATION OF EXISTING UTILITIES Page 1 of 5 1 SECTION 33 05 30 2 LOCATION OF EXISTING UTILITIES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Locating and verifying the location and elevation of the existing underground 7 utilities that may conflict with a facility proposed for construction by use of: 8 a. Exploratory Excavation 9 b. Vacuum Excavation 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 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 — General Requirements 16 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Exploratory Excavation of Existing Utilities 20 a. Measurement 21 1) Measurement for this Item shall be per each excavation performed as 22 identified in the Drawings, or as directed. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under "Measurement" will be paid for at the unit 26 price bid per each "Exploratory Excavation for Existing Utilities" specified. 27 c. The price bid shall include: 28 1) Grade survey 29 2) Pavement removal 30 3) Excavation 31 4) Utility Location 32 5) Hauling 33 6) Disposal of excess material 34 7) Furnishing, placing and compaction of embedment 35 8) Furnishing, placing and compaction of backfill 36 9) Clean-up 37 10) Surface restoration 38 2. Vacuum Excavation of Existing Utilities 39 a. Measurement 40 1) Measurement for this Item shall be per each excavation performed as 41 identified in the Drawings, or as directed. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 330530-3 LOCATION OF EXISTING UTILITIES 1 2 Page 3 of 5 2. Alter schedule for Exploratory Excavation of Existing Utilities to accommodate City personnel. 3 1.5 SUBMITTALS [NOT USED] 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS 6 A. Report of Utility Location 7 1. Horizontal location of utility as surveyed 8 2. Vertical elevation of utility as surveyed 9 a. Top of utility 10 b. Spring line of utility 11 c. Existing ground 12 3. Material type, diameter and description of the condition of existing utility 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 [NOT USED] 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION 22 A. Verification of Conditions 23 1. Verify location of existing utilities in accordance with the General Requirements, 24 the General Notes and the Drawings. 25 3.3 PREPARATION 26 A. Coordinate with City Survey, if applicable. 27 3.4 INSTALLATION 28 A. Exploratory Excavation 29 1. Verify location of existing utility at location denoted on the Drawings, or as 30 directed by the City. 31 a. Expose utility to spring line, as necessary. 32 b. Excavate and Backfill Trench for the Exploratory Excavation in accordance 33 with Section 33 05 10. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 330530-4 LOCATION OF EXISTING UTILITIES Page 4 of 5 1 B. Vacuum Excavation 2 1. Verify location of existing utility at location denoted on the Drawings, or as 3 directed by the City. 4 2. Designate the horizontal position of the existing underground utilities that are to be 5 located using geophysical prospecting equipment. 6 a. Acquire record documentation from and coordinate with utility companies, as 7 necessary to locate utility. 8 3. Perform excavation in general accordance with the recommended practices and 9 procedures described in ASCE Publication Cl/ASCE 38. 10 C. Upon completion of the utility locating, submit a report of the findings. 11 D. If location of utility is in conflict with the Drawings, notify the City Project Manager 12 for appropriate design modifications. 13 E. Place embedment and backfill in accordance with Section 33 05 10. 14 F. Once necessary data is obtained, immediately restore surface to existing conditions to: 15 1. Obtain a safe and proper driving surface, if applicable 16 2. Ensure the safety of the general public 17 3. The satisfaction of the City 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] 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 USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 DATE NAME 12/20/2012 D. Johnson Revision Log SUMMARY OF CHANGE Title- Exploratory Excavation of Utilities changed to Location of Existing Utilities 1.2 — Added Measurement of Payment for Vacuum Excavation 1.3 — Added Definitions 3.4 — Added requirements for Vacuum Excavation CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 330530-2 LOCATION OF EXISTING UTILITIES Page 2 of 5 1 b. Payment 2 1) 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 "Vacuum Excavation" specified. 5 c. The price bid shall include: 6 1) Grade survey 7 2) Pavement removal 8 3) Vacuum Excavation 9 4) Utility Location 10 5) Hauling 11 6) Disposal of excess material 12 7) Furnishing, placing and compaction of embedment 13 8) Furnishing, placing and compaction of backfill 14 9) Clean-up 15 10) Surface restoration 16 1.3 REFERENCES 17 A. Definitions 18 1. Exploratory Excavation: Previously called "D-Hole" within the City, a method 19 used to locate existing underground utility as shown on the plans through the use of 20 standard excavation equipment. 21 2. Vacuum Excavation: Method used to locate existing underground utility as shown 22 on the plans through the use of geophysical prospecting equipment such as vacuum 23 excavation. 24 B. 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. American Society of Civil Engineers (ASCE) 29 a. ASCE Publication Cl/ASCE 38 (Standard Guideline for the Collection and 30 Depiction of Existing Subsurface Utility Data) 31 1.4 ADMINISTRATIVE REQUIREMENTS 32 A. Coordination 33 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for 34 Exploratory Excavation of Existing Utilities. 35 2. Coordinate location of all other existing utilities within vicinity of excavation prior 36 to commencing Exploratory Excavation. 37 3. Coordinate staking of Exploratory Excavations with City at least 1 week prior to 38 commencement. 39 B. Sequencing 40 1. Exploratory Excavations shall be conducted prior to the construction of the entire 41 project. 42 C. Scheduling 43 1. For critical utility locations, the City may choose to be present during excavation. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 330530-5 LOCATION OF EXISTING UTILITIES Page 5 of 5 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331110-1 DUCTILE IRON PIPE 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 3311 10 DUCTILE IRON PIPE Page 1 of 14 5 A. Section Includes: 6 1. Ductile Iron Pipe 3-inch through 64-inch for potable water, wastewater and reuse 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 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 15 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 16 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 17 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 18 7. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 19 8. Section 33 11 05 — Bolts, Nuts, and Gaskets 20 9. Section 33 11 11 — Ductile Iron Fittings 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Ductile Iron Pipe 24 a. Measurement 25 1) Measured horizontally along the surface from center line to center line of 26 the fitting, manhole, or appurtenance 27 b. Payment 28 1) 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 linear foot for "DIP" installed for: 31 a) Various sizes 32 b) Various types of backfill 33 c) Various linings 34 d) Various Depths, for miscellaneous sewer projects only 35 e) Various restraints 36 f) Various uses 37 c. The price bid shall include: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331110-2 DUCTILE IRON PIPE Page 2 of 14 1 1) Furnishing and installing Ductile Iron Pipe with joints as specified by the 2 Drawings 3 2) Mobilization 4 3) Polyethylene encasement 5 4) Lining 6 5) Pavement removal 7 6) Excavation 8 7) Hauling 9 8) Disposal of excess material 10 9) Furnishing, placement and compaction of embedment 11 10) Furnishing, placement and compaction of backfill 12 11) Trench water stops 13 12) Thrust restraint, if required in Contract Documents 14 13) Bolts and nuts 15 14) Gaskets 16 15) Clean-up 17 16) Cleaning 18 17) Disinfection 19 18) Testing 20 1.3 REFERENCES 21 A. Definitions 22 1. Gland or Follower Gland 23 a. Non -restrained, mechanical joint fitting 24 2. Retainer Gland 25 a. Mechanically restrained mechanical joint fitting 26 B. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. American Association of State Highway and Transportation Officials (AASHTO). 31 3. American Society of Mechanical Engineers (ASME): 32 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 33 4. ASTM International (ASTM): 34 a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 35 High Temperature or High Pressure Service and Other Special Purpose 36 Applications 37 b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 38 Pressure or High Temperature Service, or Both 39 c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 40 d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi 41 Tensile Strength. 42 e. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 43 Water or Other Liquids. 44 f. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 33 11 10 - 3 DUCTILE IRON PIPE Page 3 of 14 1 g. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 2 Steel. 3 5. American Water Works Association (AWWA): 4 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 5 Enamel and Tape - Hot Applied. 6 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 7 c. M41, Ductile -Iron Pipe and Fittings. 8 6. American Water Works Association/American National Standards Institute 9 (AWWA/ANSI): 10 a. C104/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 11 b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 12 c. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 13 d. C115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 14 Threaded Flanges. 15 e. C150/A21.50, Thickness Design of Ductile -Iron Pipe. 16 f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 17 g. C600, Installation of Ductile -Iron Water Mains and their Appurtenances 18 7. NSF International (NSF): 19 a. 61, Drinking Water System Components - Health Effects. 20 8. Society for Protective Coatings (SSPC): 21 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 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 City prior to delivery and/or fabrication for 26 specials. 27 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 28 A. Product Data 29 1. Interior lining 30 a. If it is other than cement mortar lining in accordance with AWWA/ANSI 31 C104/A21.4, including: 32 1) Material 33 2) Application recommendations 34 3) Field touch-up procedures 35 2. Thrust Restraint 36 a. Retainer glands, thrust harnesses or any other means 37 3. Gaskets 38 a. If hydrocarbon or other special gaskets are required 39 B. Shop Drawings — Furnish for Ductile Iron Pipe used in the water distribution system or 40 for a wastewater force main for 24-inch and greater diameters, including: 41 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 42 Texas including: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331110-4 DUCTILE IRON PIPE Page 4 of 14 1 a. Working pressure 2 b. Surge pressure 3 c. Deflection 4 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 5 Professional Engineer in Texas, to verify the restraint lengths shown in the 6 Drawings. 7 3. Lay schedule/drawing for 24-inch and greater diameters, sealed by a Licensed 8 Professional Engineer in Texas including: 9 a. Pipe class 10 b. Joints type 11 c. Fittings 12 d. Stationing 13 e. Transitions 14 f. Joint deflection 15 C. Certificates 16 1. Furnish an affidavit certifying that all Ductile Iron Pipe meets the provisions of this 17 Section, each run of pipe furnished has met Specifications, all inspections have 18 been made, and that all tests have been performed in accordance with 19 AWWA/ANSI C151/A21.51. 20 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 117. 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE 24 A. Qualifications 25 1. Manufacturers 26 a. Finished pipe shall be the product of 1 manufacturer. 27 1) Change orders, specials, and field changes may be provided by a different 28 manufacturer upon City approval. 29 b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed 30 under the control of the manufacturer. 31 c. Ductile Iron Pipe 32 1) Manufactured in accordance with AWWA/ANSI C151/A21.51 33 a) Perform quality control tests and maintain results as outlined within 34 standard to assure compliance. 35 2) Subject each pipe to a hydrostatic test of not less than 500 psi for duration 36 of at least 10 seconds. 37 B. Preconstruction Testing 38 1. The City may, at its own cost, subject random lengths of pipe for testing by an 39 independent laboratory for compliance with this Specification. 40 a. The compliance test shall be performed in the United States. 41 b. Any visible defects or failure to meet the quality standards herein will be 42 grounds for rejecting the entire order. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331110-5 DUCTILE IRON PIPE Page 5 of 14 1 1.10 DELIVERY, STORAGE, AND HANDLING 2 A. Storage and Handling Requirements 3 1. Ductile Iron Pipe shall be stored and handled in accordance with the guidelines as 4 stated in AWWA M41. 5 2. Secure and maintain a location to store the material in accordance with Section 01 6 66 00. 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS 10 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 11 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 12 A. Manufacturers 13 1. Only the manufacturers as listed in the City's Standard Products List will be 14 considered as shown in Section 01 60 00. 15 a. The manufacturer must comply with this Specification and related Sections. 16 2. Any product that is not listed on the Standard Products List is considered a 17 substitution and shall be submitted in accordance with Section 01 25 00. 18 B. Pipe 19 1. Pipe shall be in accordance with AWWA/ANSI C111/A21.11, AWWA/ANSI 20 C150/A21.15, and AWWA/ANSI C151/A21.51. 21 2. All pipe shall meet the requirements of NSF 61. 22 3. Pipe shall have a lay length of 18 feet or 20 feet except for special fittings or 23 closure pieces and necessary to comply with the Drawings. 24 4. As a minimum the following pressures classes apply. The Drawings may specify a 25 higher pressure class or the pressure and deflection design criteria may also require 26 a higher pressure class, but in no case should they be less than the following: 27 Diameter Min Pressure Class (inches) (psi) 3 through 12 350 14 through 20 250 24 200 30 through 64 150 28 29 5. Pipe markings shall meet the minimum requirements of AWWA/ANSI 30 C151/A21.51. Minimum pipe markings shall be as follows: 31 a. "DI" or "Ductile" shall be clearly labeled on each pipe 32 b. Weight, pressure class and nominal thickness of each pipe 33 c. Year and country pipe was cast CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 33 11 10 - 6 DUCTILE IRON PIPE Page 6 of 14 1 d. Manufacturer's mark 2 6. Pressure and Deflection Design 3 a. Pipe design shall be based on trench conditions and design pressure class 4 specified in the Drawings. 5 b. Pipe shall be designed according to the methods indicated in AWWA/ANSI 6 C150/A21.50, AWWA/ANSI C151/A21.51, and AWWA M41 for trench 7 construction, using the following parameters: 8 1) Unit Weight of Fill (w) = 130 pcf 9 2) Live Load = AASHTO HS 20 10 3) Trench Depth = 12 feet minimum, or as indicated in Drawings 11 4) Bedding Conditions = Type 4 12 5) Working Pressure (PW) = 150 psi 13 6) Surge Allowance (PS) = 100 psi 14 7) Design Internal Pressure (Pi) = P,,, + PS or 2:1 safety factor of the actual 15 working pressure plus the actual surge pressure, whichever is greater. 16 a) Test Pressure = 17 (1) No less than 1.25 minimum times the stated working pressure (187 18 psi minimum) of the pipeline measured at the highest elevation 19 along the test section. 20 (2) No less than 1.5 times the stated working pressure (225 psi 21 minimum) at the lowest elevation of the test section. 22 8) Maximum Calculated Deflection (Dx) = 3 percent 23 9) Restrained Joint Safety Factor (Sf) = 15 percent 24 c. Trench depths shall be verified after existing utilities are located. 25 1) Vertical alignment changes required because of existing utility or other 26 conflicts shall be accommodated by an appropriate change in pipe design 27 depth. 28 2) In no case shall pipe be installed deeper than its design allows. 29 7. Provisions for Thrust 30 a. Thrust at bends, tees, plugs or other fittings shall be mechanically restrained 31 joints when required by the Drawings. 32 b. Thrust at bends adjacent to casing pipe shall be restrained by mechanical means 33 through casing and for a sufficient distance each side of casing. 34 c. No thrust restraint contribution shall be allowed for the restrained length of 35 pipe within the casing. 36 d. Restrained joints, when required, shall be used for a sufficient distance from 37 each side of the bend, tee, plug, valve or other fitting to resist thrust which will 38 be developed at the design pressure of the pipe. For the purpose of thrust, the 39 following shall apply: 40 1) Valves shall be calculated as dead ends. 41 2) Design pressure shall be greater than the working pressure of the pipe or 42 the internal pressure (P,) whichever is greater. 43 3) Restrained joints shall consist of approved mechanical restrained or push- 44 on restrained joints as listed in the City's Standard Products List as shown 45 in Section 01 60 00. 46 e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to 47 resist thrust in accordance with the Drawings, AWWA M41, and the following: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSIRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 33 11 10 - 7 DUCTILE IRON PIPE Page 7 of 14 1 1) The weight of earth (We) shall be calculated as the weight of the projected 2 soil prism above the pipe, for unsaturated soil conditions. 3 2) Soil density = 130 pcf (maximum value to be used), for unsaturated soil 4 conditions 5 3) If indicated on the Drawings and the Geotechnical Borings that ground 6 water is expected, account for reduced soil density. 7 8. Joints 8 a. General — Comply with AWWA/ANSI C111/A21.11. 9 b. Push -On Joints 10 c. Mechanical Joints 11 d. Push -On Restrained Joints 12 1) Restraining Push -on joints by means of a special gasket 13 a) Only those products that are listed in Section 01 60 00 14 b) The working pressure rating of the restrained gasket must exceed the 15 test pressure of the pipe line to be installed. 16 c) Approved for use of restraining Ductile Iron Pipe in casing with a 17 carrier pipe of 4-inches to 12-inches 18 d) Otherwise only approved if specially listed on the Drawings 19 2) Push -on Restrained Joint bell and spigot 20 a) Only those products list in the standard products list will be allowed for 21 the size listed in the standard products list per Section 01 60 00. 22 b) Pressure rating shall exceed the working and test pressure of the pipe 23 line. 24 e. Flanged Joints — AWWA/ANSI C 115/A21.15, ASME B 16.1, Class 125 25 f. Flange bolt circles and bolt holes shall match those of ASME B 16.1, Class 125. 26 g. Field fabricated flanges are prohibited. 27 9. Gaskets 28 a. Provide Gaskets in accordance with Section 33 11 05. 29 10. Isolation Flanges 30 a. Flanges required by the drawings to be Isolation Flanges shall conform to 31 Section 33 04 10. 32 II. Bolts and Nuts 33 a. Mechanical Joints 34 1) Provide bolts and nuts in accordance with Section 33 11 05. 35 b. Flanged Ends 36 1) Meet requirements of AWWA C115. 37 a) Provide bolts and nuts in accordance with Section 33 11 05. 38 12. Flange Coatings 39 a. Connections to Steel Flanges 40 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 41 Tape System in accordance with Section 33 11 05. 42 13. Ductile Iron Pipe Exterior Coatings 43 a. All ductile iron shall have an asphaltic coating, minimum of 1 mil thick, on the 44 pipe exterior, unless otherwise specified in the Contract Documents. 45 14. Polyethylene Encasement 46 a. All buried Ductile Iron Pipe shall be polyethylene encased. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 33 11 10 - 8 DUCTILE IRON PIPE Page 8 of 14 1 b. Only manufacturers listed in the City's Standard Products List as shown in 2 Section 01 60 00 will be considered acceptable. 3 c. Use only virgin polyethylene material. 4 d. Encasement for buried pipe shall be 8 mil linear low density (LLD) 5 polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density 6 cross -laminated (HDCL) polyethylene encasement conforming to 7 AWWA/ANSI C105/A21.5 and ASTM A674. 8 e. Marking: At a minimum of every 2 feet along its length, the mark the 9 polyethylene film with the following information: 10 1) Manufacturer's name or trademark 11 2) Year of manufacturer 12 3) AWWA/ANSI C105/A21.5 13 4) Minimum film thickness and material type 14 5) Applicable range of nominal diameter sizes 15 6) Warning — Corrosion Protection — Repair Any Damage 16 f. Special Markings/Colors 17 1) Reclaimed Water, perform one of the following: 18 a) Label polyethylene encasement with "RECLAIMED WATER", 19 b) Provide purple polyethylene in accordance with the American Public 20 Works Association Uniform Color Code; or 21 c) Attach purple reclaimed water marker tape to the polyethylene wrap. 22 2) Wastewater, perform one of the following: 23 a) Label polyethylene encasement with "WASTEWATER"; 24 b) Provide green polyethylene in accordance with the American Public 25 Works Association Uniform Color Code; or 26 c) Attach green sanitary sewer marker tape to the polyethylene wrap. 27 g. Minimum widths 28 Polyethylene Tube tnd Sheet Sizes for Push -On Joint Pipe Nominal Pipe Diameter Min. Width — Flat Tube Min. Width — Sheet (inches) (inches) (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 33 11 10 - 9 DUCTILE IRON PIPE Page 9 of 14 54 108 216 60 108 216 64 121 242 1 15. Ductile Iron Pipe Interior Lining 2 a. Cement Mortar Lining 3 1) Ductile Iron Pipe for potable water shall have a cement mortar lining in 4 accordance with AWWA/ANSI C104/A21.04 and be acceptable according 5 to NSF 61. 6 b. Ceramic Epoxy or Epoxy Linings 7 1) Ductile Iron Pipe for use in wastewater applications shall be lined with a 8 Ceramic Epoxy or Epoxy lining as designated in the City's Standard 9 Products List as shown in Section 01 60 00. 10 2) Apply lining at a minimum of 40 mils DFI . 11 3) Due to the tolerances involved, the gasket area and spigot end up to 6 12 inches back from the end of the spigot end must be coated with 6 mils 13 nominal, 10 mils maximum using a Joint Compound as supplied by the 14 manufacturer. 15 a) Apply the joint compound by brush to ensure coverage. 16 b) Care should be taken that the joint compound is smooth without excess 17 buildup in the gasket seat or on the spigot ends. 18 c) Coat the gasket seat and spigot ends after the application of the lining. 19 4) Surface preparation shall be in accordance with the manufacturer's 20 recommendations. 21 5) Check thickness using a magnetic film thickness gauge in accordance with 22 the method outlined in SSPC PA 2. 23 6) Test the interior lining of all pipe barrels for pinholes with a non- 24 destructive 2,500 volt test. 25 a) Repair any defects prior to shipment. 26 7) Mark each fitting with the date of application of the lining system along 27 with its numerical sequence of application on that date and records 28 maintained by the applicator of his work. 29 8) For all Ductile Iron Pipe in wastewater service where the pipe has been 30 cut, coat the exposed surface with the touch-up material as recommended 31 by the manufacturer. 32 a) The touch-up material and the lining shall be of the same manufacturer. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331110-10 DUCTILE IRON PIPE Page 10 of 14 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. General 9 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 10 AWWA C600, AWWA M41 and in accordance with the pipe manufacturer's 11 recommendations. 12 2. See Section 33 11 11 for installation requirements for Ductile Iron Fittings. 13 3. Lay pipe to the lines and grades as indicated in the Drawings. 14 4. Excavate and backfill trenches in accordance with Section 33 05 10. 15 5. Embed Ductile Iron Pipe in accordance with Section 33 05 10. 16 6. For installation of carrier pipe within casing, see Section 33 05 24. 17 B. Pipe Handling 18 1. Haul and distribute pipe and fittings at the project site. 19 2. Handle piping with care to avoid damage. 20 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 21 lowering into the trench. 22 b. Do not handle the pipe in such a way that will damage the interior lining. 23 c. 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 day: 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. Joint Making 30 1. Mechanical Joints 31 a. Bolt the follower ring into compression against the gasket with the bolts 32 tightened down evenly then cross torqued in accordance with AWWA C600. 33 b. Overstressing of bolts to compensate for poor installation practice will not be 34 permitted. 35 2. Push -on Joints 36 a. Install Push -on joints as defined in AWWAIANSI C 111IA21.11. 37 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 38 c. Place the gasket in the bell in the position prescribed by the manufacturer. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331110-11 DUCTILE IRON PIPE Page 11 of 14 1 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 2 gasket and the outside of the spigot prior to entering the spigot into the bell. 3 e. When using a field cut plain end piece of pipe, refinish the field cut and scarf to 4 conform to AWWA C600. 5 3. Flanged Joints 6 a. Use erection bolts and drift pins to make flanged connections. 7 1) Do not use undue force or restraint on the ends of the fittings. 8 2) Apply even and uniform pressure to the gasket. 9 b. The fitting must be free to move in any direction while bolting. 10 1) Install flange bolts with all bolt heads faced in one direction. 11 4. Joint Deflection 12 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 13 and grades and shown in the Drawings. 14 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 15 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 16 C600. 17 d. The manufacturer's recommendation may be used with the approval of the 18 Engineer. 19 D. Polyethylene Encasement Installation 20 1. Preparation 21 a. Remove all lumps of clay, mud, cinders, etc., on pipe surface prior to 22 installation of polyethylene encasement. 23 1) Prevent soil or embedment material from becoming trapped between pipe 24 and polyethylene. 25 b. Fit polyethylene film to contour of pipe to affect a snug, but not tight encase 26 with minimum space between polyethylene and pipe. 27 1) Provide sufficient slack in contouring to prevent stretching polyethylene 28 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 29 joints or fittings and to prevent damage to polyethylene due to backfilling 30 operations. 31 2) Secure overlaps and ends with adhesive tape and hold. 32 c. For installations below water table and/or in areas subject to tidal actions, seal 33 both ends of polyethylene tube with adhesive tape at joint overlap. 34 2. Tubular Type (Method A) 35 a. Cut polyethylene tube to length approximately 2 feet longer than pipe section. 36 b. Slip tube around pipe, centering it to provide 1-foot overlap on each adjacent 37 pipe section and bunching it accordion -fashion lengthwise until it clears pipe 38 ends. 39 c. Lower pipe into trench and make up pipe joint with preceding section of pipe. 40 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 41 e. After assembling pipe joint, make overlap of polyethylene tube, pull bunched 42 polyethylene from preceding length of pipe, slip it over end of the new length 43 of pipe and wrap until it overlaps joint at end of preceding length of pipe. 44 f. Secure overlap in place. 45 g. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 46 of pipe, securing fold at quarter points. 47 h. Repair cuts, tears, punctures or other damage to polyethylene. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 33 11 10 - 12 DUCTILE IRON PIPE Page 12 of t4 1 i. Proceed with installation of next pipe in same manner. 2 3. Tubular Type (Method B) 3 a. Cut polyethylene tube to length approximately 1 foot shorter than pipe section. 4 b. Slip tube around pipe, centering it to provide 6 inches of bare pipe at each end. 5 c. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 6 of pipe, securing fold at quarter points; secure ends. 7 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 8 proceeding pipe section, bunching it accordion -fashion lengthwise. 9 e. After completing joint, pull 3-foot length of polyethylene over joint, 10 overlapping polyethylene previously installed on each adjacent section of pipe 11 by at least 1 foot; make each end snug and secure. 12 4. Sheet Type 13 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 14 section. 15 b. Center length to provide 1-foot overlap on each adjacent pipe section, bunching 16 it until it clears the pipe ends. 17 c. Wrap polyethylene around pipe so that it circumferentially overlaps top 18 quadrant of pipe. 19 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 20 e. Lower wrapped pipe into trench and make up pipe joint with preceding section 21 of pipe. 22 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 23 g. After completing joint, make overlap and secure ends. 24 h. Repair cuts, tears, punctures or other damage to polyethylene. 25 i. Proceed with installation of next section of pipe in same manner. 26 5. Pipe -Shaped Appurtenances 27 a. Cover bends, reducers, offsets and other pipe -shaped appurtenances with 28 polyethylene in same manner as pipe and fittings. 29 6. Odd -Shaped Appurtenances 30 a. When it is not practical to wrap valves, tees, crosses, and other odd -shaped 31 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 32 sheet under appurtenances and bringing it up around body. 33 b. Make seams by bringing edges together, folding over twice and taping down. 34 c. Tape polyethylene securely in place at the valve stem and at any other 35 penetrations. 36 7. Repairs 37 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 38 or with short length of polyethylene sheet or cut open tube, wrapped around 39 fitting to cover damaged area and secured in place. 40 8. Openings in Encasement 41 a. Provide openings for branches, service taps, blow -offs, air valves and similar 42 appurtenances by making an X-shaped cut in polyethylene and temporarily 43 folding back film. 44 b. After appurtenance is installed, tape slack securely to appurtenance and repair 45 cut, as well as other damaged area in polyethylene with tape. 46 c. Service taps may also be made directly through polyethylene, with any 47 resulting damaged areas being repaired as described above. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 33 11 10 - 13 DUCTILE IRON PIPE Page 13 of 14 1 9. Junctions between Wrapped and Unwrapped Pipe: 2 a. Where polyethylene -wrapped pipe joins an adjacent pipe that is not wrapped, 3 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 4 b. Secure end with circumferential turns of tape. 5 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 6 tape for minimum clear distance of 3 feet away from Cast or Ductile Iron Pipe. 7 3.5 REPAIR/RESTORATION 8 A. Patching 9 1. Excessive field -patching is not permitted of lining or coating. 10 2. Patching of lining or coating will be allowed where area to be repaired does not 11 exceed 100 square inches and has no dimensions greater than 12 inches. 12 3. In general, there shall not be more than 1 patch on either the lining or the coating of 13 any 1 joint of pipe. 14 4. Wherever necessary to patch the pipe: 15 a. Make patch with cement mortar as previously specified for interior joints. 16 b. Do not install patched pipe until the patch has been properly and adequately 17 cured and approved for laying by the City. 18 5. Promptly remove rejected pipe from the site. 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL 21 A. Potable Water Mains 22 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 23 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 24 main as specified in Section 33 04 40. 25 B. Wastewater Lines 26 1. Closed Circuit Television (CCTV) Inspection 27 a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. 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 USED] 34 3.14 ATTACHMENTS [NOT USED] 35 END OF SECTION 36 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331110-14 DUCTILE IRON PIPE DATE NAME 12/20/2012 D. Johnson Page 14 of 14 Revision Log SUMMARY OF CHANGE 1.2.A.1.b. — Updated Payment types 1.3 — Added definitions of gland types for clarity 2.2.B.9, 10, 11 and 12 — Added reference to Section 33 11 05 and removed material specification for bolts, nuts and gaskets CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331111-1 DUCTILE IRON FITTINGS 1 2 3 PART 1- GENERAL SECTION 33 11 11 DUCTILE IRON FITTINGS Page 1 of 13 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Ductile Iron Fittings 3-inch through 64-inch for potable water, wastewater, and 7 other liquids for use with Ductile Iron Pipe and Polyvinyl Chloride (PVC) Pipe 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. 03 34 16 — Concrete Base Material for Trench Repair 15 4. 33 04 40 — Cleaning and Acceptance Testing of Water Mains 16 5. 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Ductile Iron Water Fittings 20 a. Measurement 21 1) Shall be per ton of fittings supplied 22 2) Fittings weights are the sum of the various types of fittings multiplied by 23 the weight per fitting as listed in AWWA/ANSI C153/A21.53. 24 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed 25 for specials where an AWWA/ANSI C153/A21.53 is not available, or if the 26 Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 27 4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full 28 body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 29 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 30 measured in accordance with AWWA/ANSI C153/A21.53. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" will be paid for at the unit 34 price bid per ton of "Ductile Iron Water Fittings". 35 c. The price bid shall include: 36 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 37 Drawings 38 2) Polyethylene encasement 39 3) Lining 40 4) Pavement removal CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 11 11 - 2 DUCTILE IRON FITTINGS Page 2 of 13 1 5) Excavation 2 6) Hauling 3 7) Disposal of excess material 4 8) Furnishing and installing bolts, nuts, and restraint (if required) 5 9) Furnishing, placement and compaction of embedment 6 10) Furnishing, placement and compaction of backfill 7 11) Clay Dams 8 12) Clean-up 9 13) Cleaning 10 14) Disinfection 11 15) Testing 12 2. Ductile Iron Sewer Fittings 13 a. Measurement 14 1) Shall be per ton of fittings supplied 15 2) Fittings weights are the sum of the various types of fittings multiplied by 16 the weight per fitting as listed in AWWA/ANSI C153/A21.53. 17 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed 18 for specials where an AWWA/ANSI C153/A21.53 is not available, or if the 19 Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 20 4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full 21 body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 22 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 23 measured in accordance with AWWA/ANSI C153/A21.53. 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" will be paid for at the unit 27 price bid per ton of "Ductile Iron Sewer Fittings". 28 c. The price bid shall include: 29 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 30 Drawings 31 2) Epoxy Coating 32 3) Polyethylene encasement 33 4) Lining 34 5) Pavement removal 35 6) Excavation 36 7) Hauling 37 8) Disposal of excess material 38 9) Furnishing and installing bolts, nuts, and restraint (if required) 39 10) Furnishing, placement and compaction of embedment 40 11) Furnishing, placement and compaction of backfill 41 12) Clean-up 42 13) Cleaning 43 14) Disinfection 44 15) Testing 45 3. Hydrocarbon Resistant Gaskets 46 a. Measurement 47 1) Measurement for this Item shall be by lump sum. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 33 11 11 - 3 DUCTILE IRON FITTINGS Page 3 of 13 1 b. Payment 2 1) The work performed and the materials furnished in accordance with this 3 Item shall be paid for at the lump sum price bid for "Hydrocarbon Resistant 4 Gaskets". 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 Society of Mechanical Engineers (ASME): 11 a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 12 3. ASTM International (ASTM): 13 a. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 14 b. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 15 Water or Other Liquids. 16 c. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 17 4. American Water Works Association (AWWA): 18 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines 19 Enamel and Tape - Hot Applied. 20 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 21 c. M41, Ductile -Iron Pipe and Fittings. 22 5. American Water Works Association/American National Standards Institute 23 (AWWA/ANSI): 24 a. C104/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 25 b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 26 c. C110/A21.10, Ductile -Iron and Gray -Iron Fittings. 27 d. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 28 e. C115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 29 Threaded Flanges. 30 f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 31 g. C153/A21.53, Ductile -Iron Compact Fittings for Water Service. 32 6. NSF International (NSF): 33 a. 61, Drinking Water System Components - Health Effects. 34 7. Society for Protective Coatings (SSPC): 35 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 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 and/or 40 fabrication for specials. 41 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 42 A. Product Data CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 11 11 -4 DUCTILE IRON FITTINGS Page 4 of 13 1 1. Ductile Iron Fittings 2 a. Pressure class 3 b. Interior lining 4 c. Joint types 5 2. Polyethylene encasement and tape 6 a. Planned method of installation 7 b. Whether the film is linear low density or high density cross linked polyethylene 8 c. The thickness of the film provided 9 3. The interior lining, if it is other than cement mortar lining in accordance with 10 AWWA/ANSI C104/A21.4 11 a. Material 12 b. Application recommendations 13 c. Field touch-up procedures 14 4. Thrust Restraint 15 a. Retainer glands 16 b. Thrust harnesses 17 c. Any other means 18 5. Bolts and nuts for mechanical and or flange joints 19 6. Gaskets 20 B. Certificates 21 1. The manufacturer shall furnish an affidavit certifying that all Ductile Iron Fittings 22 meet the provisions of this Section and meet the requirements of AWWA/ANSI 23 C110/A21.10 or AWWA/ANSI C153/A21.53. 24 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. 25 1.7 CLOSEOUT SUBMITTALS [NOT USED] 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE 28 A. Qualifications 29 1. Manufacturers 30 a. Fittings manufacturing operations (fittings, lining, and coatings) shall be 31 performed under the control of the manufacturer. 32 b. Ductile Iron Fittings shall be manufactured in accordance with AWWA/ANSI 33 C 110/A21.10 or AWWA/ANSI C153/A21.53. 34 1) Perform quality control tests and maintain the results as outlined in these 35 standards to assure compliance. 36 B. Preconstruction Testing 37 1. The City may, at its own cost, subject random fittings for destructive testing by an 38 independent laboratory for compliance with this Specification. 39 a. The compliance test shall be performed in the United States. 40 b. Any visible defects or failure to meet the quality standards herein will be 41 grounds for rejecting the entire order. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 11 11 - 5 DUCTILE IRON FITTINGS Page 5 of 13 1 1.10 DELIVERY, STORAGE, AND HANDLING 2 A. Storage and Handling Requirements 3 1. Store and handle in accordance with the guidelines as stated in AWWA M41. 4 2. Secure and maintain a location to store the material in accordance with Section 01 5 66 00. 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS 9 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 10 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 11 A. Manufacturers 12 1. Only the manufacturers as listed on the City's Standard Products List will be 13 considered as shown in Section 01 60 00. 14 a. The manufacturer must comply with this Specification and related Sections. 15 2. Any product that is not listed on the Standard Products List is considered a 16 substitution and shall be submitted in accordance with Section 01 25 00. 17 B. Ductile Iron Fittings 18 1. Ductile Iron Fittings shall be in accordance with AWWA/ANSI C110/A21.10, 19 AWWA/ANSI C153/A21.53. 20 2. All fittings for potable water service shall meet the requirements of NSF 61. 21 3. Ductile Iron Fittings, at a minimum, shall meet or exceed the pressures classes of 22 the pipe which the fitting is connected, unless specifically indicated in the 23 Drawings. 24 4. Fittings Markings 25 a. Meet the minimum requirements of AWWA/ANSI C 151/A21.51. 26 b. Minimum markings shall include: 27 1) "DI" or "Ductile" cast or metal stamped on each fitting 28 2) Applicable AWWA/ANSI standard for that the fitting 29 3) Pressure rating 30 4) Number of degrees for all bends 31 5) Nominal diameter of the openings 32 6) Year and country fitting was cast 33 7) Manufacturer's mark 34 5. Joints 35 a. Push -On Joints 36 1) Comply with AWWA/ANSI C 111 /A21.11. 37 b. Mechanical Joints 38 1) Comply with AWWA/ANSI C111/A21.11. 39 c. Mechanical Joints with mechanical restraint CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 331111-6 DUCTILE IRON FITTINGS Page 6 of 13 1 1) Restraint devices shall consist of multiple gripping wedges incorporated 2 into a follower gland meeting the applicable requirements of ANSI/AWWA 3 C110/A21.10. 4 2) The devices shall have the following working pressure ratings based on size 5 and type of pipe: 6 a) Ductile Iron Pipe 7 (1) 3-inch — 16-inch, 350 psi 8 (2) 18-inch — 48-inch, 250 psi 9 b) PVC C900 and C905 10 (1) 3-inch — 12-inch, 305psi 11 (2) 14-inch — 16-inch, 235psi 12 (3) 18-inch — 20-inch, 200psi 13 (4) 24-inch — 30 —inch 165psi 14 c) Ratings are for water pressure and must include a minimum safety 15 factor of 2 to 1 in all sizes 16 3) Restraint devices shall have specific designs for Ductile Iron and PVC and 17 should be easily differentiate between the two. 18 4) Gland body, wedges and wedge actuating components shall be cast from 19 grade 65-45-12 ductile iron material in accordance with ASTM A536 20 5) Mechanical joint restraint shall require conventional tools and installation 21 procedures per AWWA C600, while retaining full mechanical joint 22 deflection during assembly as well as allowing joint deflection after 23 assembly. 24 6) Proper actuation of the gripping wedges shall be ensured with torque 25 limiting twist off nuts. 26 d. Push -On - Restrained Joints 27 1) Restraining Push -on joints by means of a special gasket 28 a) Only those products that are listed in 01 60 00 29 b) The working pressure rating of the restrained gasket must exceed the 30 test pressure of the pipe line to be installed. 31 c) Approved for use of restraining Ductile Iron Pipe in casing with a 32 carrier pipe of 4-inches to 12-inches 33 d) Otherwise only approved if specially listed on the drawings 34 2) Push -on Restrained Joint bell and spigot 35 a) Only those products list in the standard products list will be allowed for 36 the size listed in the standard products list per Section 01 60 00 37 b) Pressure rating shall exceed the working and test pressure of the pipe 38 line 39 e. Flanged Joints 40 1) AWWA/ANSI C115/A21.15, ASME B16.1, Class 125 41 2) Flange bolt circles and bolt holes shall match those of ASME B16.1, Class 42 125. 43 3) Field fabricated flanges are prohibited. 44 6. Gaskets 45 a. All rubber joint gaskets utilized on Ductile Iron Fittings shall be in 46 conformance with AWWA/ANSI C 111/A21.11. 47 b. Flanged Gaskets CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 11 11 - 7 DUCTILE IRON FITTINGS Page 7 of 13 1 1) Full face 2 2) Manufactured true to shape from minimum 80 durometer SBR rubber stock 3 of a thickness not less than 1/8 inch 4 3) Virgin stock 5 4) Conforming to the physical and test requirements specified in 6 AWWA/ANSI C111/A21.11 7 5) Finished gaskets shall have holes punched by the manufacturer and shall 8 match the flange pattern in every respect. 9 6) Frayed cut edges resulting from job site gasket fabrication are not 10 acceptable. 11 7) Furnish Viton® Rubber gaskets hydrocarbon restraint gaskets, when 12 required. 13 c. Isolation Flanges 14 1) Flanges required by the drawings to be Isolation Flanges shall conform to 15 Section 3 04 10. 16 7. Bolts and Nuts 17 a. Mechanical Joints 18 1) High strength corrosion restraint low -carbon weathering steel in 19 accordance with AWWA/ANSI C111/A21.11, and ASTM A242. 20 2) Cor-Blue coated with FluoroKote #1, or equal 21 a) Coating shall conform to the performance requirements of ASTM B 117 22 for up to 4000 hours and shall include, if required, a certificate of 23 conformance. 24 b. Flanged Ends 25 1) Meet requirements of AWWA C115. 26 a) For buried and non -buried applications, provide ASTM A193 Grade B7 27 bolts and ASTM 194 Grade 2H Nuts. 28 8. Flange Coatings 29 a. Connections to Steel Flanges 30 1) Coatings for buried flanges shall be Densyl Tape system manufactured by 31 Carboline, consisting of Densyl Mastic, Densyl Paste, and Densyl Tape, or 32 approved equal. 33 9. Ductile Iron Fitting Exterior Coatings 34 a. All Ductile Iron Fittings shall have an asphaltic coating, minimum of 1 mil 35 thick, on the exterior, unless otherwise specified in the Contract Documents. 36 10. Polyethylene Encasement 37 a. All buried Ductile Iron Fittings shall be polyethylene encased. 38 b. Only manufacturers listed in the City's Standard Products List as shown in 39 Section 01 60 00 will be considered acceptable. 40 c. Use only virgin polyethylene material. 41 d. Encasement for buried fittings shall be 8 mil linear low density (LLD) 42 polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density 43 cross -laminated (HDCL) polyethylene encasement conforming to conforming 44 to AWWA/ANSI C105/A21.5 and ASTM A674. 45 e. Marking: At a minimum of every 2 feet along its length, the mark the 46 polyethylene film with the following information: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 331111-8 DUCTILE IRON FITTINGS Page 8 of 13 1 1) Manufacturer's name or trademark 2 2) Year of manufacturer 3 3) AWWA/ANSI C105/A21.5 4 4) Minimum film thickness and material type 5 5) Applicable range of nominal diameter sizes 6 6) Warning — Corrosion Protection — Repair Any Damage 7 f. Special Markings/Colors 8 1) Reclaimed Water, perform one of the following: 9 a) Label polyethylene encasement with "RECLAIMED WATER", 10 b) Provide purple polyethylene in accordance with the American Public 11 Works Association Uniform Color Code; or 12 c) Attach purple reclaimed water marker tape to the polyethylene wrap. 13 2) Wastewater, perform one of the following: 14 a) Label polyethylene encasement with "WASTEWATER"; 15 b) Provide green polyethylene in accordance with the American Public 16 Works Association Uniform Color Code; or 17 c) Attach green sanitary sewer marker tape to the polyethylene wrap. 18 g. Minimum widths 19 Polyethylene Tube and Sheet Sizes for Push -On Joint Fittings Nominal Fittings Diameter Min. Width — Flat Tube Min. Width — Sheet (inches) (inches) (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 20 11. Ductile Iron Fittings Interior Lining 21 a. Cement Mortar Lining CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 331111-9 DUCTILE IRON FITTINGS Page 9 of 13 1 1) Ductile Iron Fittings for potable water shall have a cement mortar lining in 2 accordance with AWWA/ANSI C104/A21.4 and be acceptable according to 3 NSF 61. 4 b. Ceramic Epoxy or Epoxy Linings 5 1) Ductile Iron Fittings for use in wastewater applications shall be lined with 6 a Ceramic Epoxy or Epoxy lining as designated in the Standard Products 7 List as shown in Section 01 60 00. 8 2) Apply lining at a minimum of 40 mils DI- I 9 3) Due to the tolerances involved, the gasket area and spigot end up to 6 10 inches back from the end of the spigot end must be coated with 6 mils 11 nominal, 10 mils maximum using a Joint Compound as supplied by the 12 manufacturer. 13 a) Apply the joint compound by brush to ensure coverage. 14 b) Care should be taken that the joint compound is smooth without excess 15 buildup in the gasket seat or on the spigot ends. 16 c) Coat the gasket seat and spigot ends after the application of the lining. 17 4) Surface preparation shall be in accordance with the manufacturer's 18 recommendations. 19 5) Check thickness using a magnetic film thickness gauge in accordance with 20 the method outlined in SSPC PA 2. 21 6) Test the interior lining of all fittings for pinholes with a non-destructive 22 2,500 volt test. 23 a) Repair any defects prior to shipment. 24 7) Mark each fitting with the date of application of the lining system along 25 with its numerical sequence of application on that date and records 26 maintained by the applicator of his work. 27 8) For all Ductile Iron Fittings in wastewater service where the fitting has 28 been cut, coat the exposed surface with the touch-up material as 29 recommended by the manufacturer. 30 a) The touch-up material and the lining shall be of the same manufacturer. 31 2.3 ACCESSORIES [NOT USED] 32 2.4 SOURCE QUALITY CONTROL [NOT USED] 33 PART 3 - EXECUTION 34 3.1 INSTALLERS [NOT USED] 35 3.2 EXAMINATION [NOT USED] 36 3.3 PREPARATION [NOT USED] 37 3.4 INSTALLATION 38 A. General 39 1. Install fittings, specials and appurtenances as specified herein, as specified in 40 AWWA C600, AWWA M41, and in accordance with the fittings manufacturer's 41 recommendations. 42 2. Lay fittings to the lines and grades as indicated in the Drawings. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 331111 -10 DUCTILE IRON FITTINGS Page 10 of 13 1 3. Excavate and backfill trenches in accordance with 33 05 10. 2 4. Embed Ductile Iron Fittings in accordance with 33 05 10. 3 B. Joint Making 4 1. Mechanical Joints 5 a. Bolt the follower ring into compression against the gasket, with the bolts 6 tightened down evenly then cross torqued in accordance with AWWA C600. 7 b. Overstressing of bolts to compensate for poor installation practice will not be 8 permitted. 9 2. Push -on Joints 10 a. Install Push -on joints as defined in AWWA/ANSI C111/A21.11. 11 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 12 c. Place the gasket in the bell in the position prescribed by the manufacturer. 13 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 14 gasket and the outside of the spigot prior to entering the spigot into the bell. 15 e. When using a field cut plain end piece of pipe, refinished the field cut and scarf 16 to conform to AWWA M-41. 17 3. Flanged Joints 18 a. Use erection bolts and drift pins to make flanged connections. 19 1) Do not use undue force or restraint on the ends of the fittings. 20 2) Apply even and uniform pressure to the gasket. 21 b. The fitting must be free to move in any direction while bolting. 22 1) Install flange bolts with all bolt heads faced in 1 direction. 23 4. Joint Deflection 24 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 25 and grades and shown in the Drawings. 26 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 27 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 28 C600. 29 d. The manufacturer's recommendation may be used with the approval of the 30 Engineer. 31 C. Polyethylene Encasement Installation: 32 1. Preparation 33 a. Remove all lumps of clay, mud, cinders, etc., on fittings surface prior to 34 installation of polyethylene encasement. 35 1) Prevent soil or embedment material from becoming trapped between 36 fittings and polyethylene. 37 b. Fit polyethylene film to contour of fittings to affect a snug, but not tight encase 38 with minimum space between polyethylene and fittings. 39 1) Provide sufficient slack in contouring to prevent stretching polyethylene 40 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 41 joints or fittings, and to prevent damage to polyethylene due to backfilling 42 operations. 43 2) Secure overlaps and ends with adhesive tape and hold. 44 c. For installations below water table and/or in areas subject to tidal actions, seal 45 both ends of polyethylene tube with adhesive tape at joint overlap. CITY OF FORT WORTH 2008 CAPrrOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 331111 -11 DUCTILE IRON FI'1'1INGS Page 11 of 13 1 2. Tubular Type (Method A) 2 a. Cut polyethylene tube to length approximately 2 feet longer than fittings 3 section. 4 b. Slip tube around fittings, centering it to provide 1 foot overlap on each adjacent 5 pipe section and bunching it accordion -fashion lengthwise until it clears fittings 6 ends. 7 c. Lower fittings into trench with preceding section of pipe. 8 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 9 e. After assembling fittings make overlap of polyethylene tube, pull bunched 10 polyethylene from preceding length of pipe, slip it over end of the fitting and 11 wrap until it overlaps joint at end of preceding length of pipe. 12 f. Secure overlap in place. 13 g. Take up slack width at top of fitting to make a snug, but not tight, fit along 14 barrel of fitting, securing fold at quarter points. 15 h. Repair cuts, tears, punctures or other damage to polyethylene. 16 i. Proceed with installation of next fitting in same manner. 17 3. Tubular Type (Method B) 18 a. Cut polyethylene tube to length approximately 1 foot shorter than fitting 19 section. 20 b. Slip tube around fitting, centering it to provide 6 inches of bare fitting at each 21 end. 22 c. Take up slack width at top of fitting to make a snug, but not tight, fit along 23 barrel of fitting, securing fold at quarter points; secure ends. 24 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 25 proceeding pipe section, bunching it accordion -fashion lengthwise. 26 e. After completing joint, pull 3-foot length of polyethylene over joint, 27 overlapping polyethylene previously installed on each adjacent section of pipe 28 by at least 1 foot; make each end snug and secure. 29 4. Sheet Type 30 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 31 section. 32 b. Center length to provide 1-foot overlap on each fitting, bunching it until it 33 clears the fitting ends. 34 c. Wrap polyethylene around fitting so that it circumferentially overlaps top 35 quadrant of fitting. 36 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 37 e. Lower wrapped fitting into trench with preceding section of pipe. 38 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 39 g. After completing joint, make overlap and secure ends. 40 h. Repair cuts, tears, punctures or other damage to polyethylene. 41 i. Proceed with installation of fittings in same manner. 42 5. Pipe -Shaped Appurtenances 43 a. Cover bends, reducers, offsets, and other pipe -shaped appurtenances with 44 polyethylene in same manner as pipe and fittings. 45 6. Odd -Shaped Appurtenances CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 331111-12 DUCTILE IRON FITTINGS Page 12 of 13 1 a. When it is not practical to wrap valves, tees, crosses and other odd -shaped 2 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 3 sheet under appurtenances and bringing it up around body. 4 b. Make seams by bringing edges together, folding over twice and taping down. 5 c. Tape polyethylene securely in place at the valve stem and at any other 6 penetrations. 7 7. Repairs 8 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 9 or with short length of polyethylene sheet or cut open tube, wrapped around 10 fitting to cover damaged area, and secure in place. 11 8. Openings in Encasement 12 a. Provide openings for branches, service taps, blow -offs, air valves and similar 13 appurtenances by making an X-shaped cut in polyethylene and temporarily 14 folding back film. 15 b. After appurtenance is installed, tape slack securely to appurtenance and repair 16 cut, as well as other damaged area in polyethylene with tape. 17 c. Service taps may also be made directly through polyethylene, with any 18 resulting damaged areas being repaired as described above. 19 9. Junctions between Wrapped and Unwrapped Fittings 20 a. Where polyethylene -wrapped fitting joins an adjacent pipe that is not wrapped, 21 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 22 b. Secure end with circumferential turns of tape. 23 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 24 tape for minimum clear distance of 3 feet away from cast or Ductile Iron 25 Fittings. 26 D. Blocking 27 1. Install concrete blocking in accordance with Section 03 34 16 for all bends, tees, 28 crosses and plugs in the pipe lines as indicated in the Drawings. 29 2. Place the concrete blocking so as to rest against firm undisturbed trench walls, 30 normal to the thrust. 31 3. The supporting area for each block shall be at least as great as that indicated on the 32 Drawings and shall be sufficient to withstand the thrust, including water hammer, 33 which may develop. 34 4. Each block shall rest on a firm, undisturbed foundation or trench bottom. 35 5. If the Contractor encounters soil that appears to be different than that which was 36 used to calculate the blocking according to the Drawings, the Contractor shall 37 notify the Engineer prior to the installation of the blocking. 38 3.5 REPAIR/RESTORATION 39 A. Patching 40 1. Excessive field -patching is not permitted of lining or coating. 41 2. Patching of lining or coating will be allowed where area to be repaired does not 42 exceed 100 square inches and has no dimensions greater than 12 inches. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 331111 -13 DUCTILE IRON FITTINGS Page 13 of 13 1 3. In general, there shall not be more than 1 patch on either the lining or the coating of 2 any fitting. 3 4. Wherever necessary to patch the fitting: 4 a. Make patch with cement mortar as previously specified for interior joints. 5 b. Do not install patched fitting until the patch has been properly and adequately 6 cured and approved for laying by the City. 7 c. Promptly remove rejected fittings from the site. 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD [oR] SITE QUALITY CONTROL 10 A. Potable Water Mains 11 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 12 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 13 main as specified in Section 33 04 40. 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 22 23 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 331112-1 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page I of 8 1 SECTION 33 11 12 2 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE 3 PART 1- 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 19 A. Measurement and Payment 20 1. 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 1) 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. Mobilization 37 c. Pavement removal 38 d. Excavation 39 e. Hauling CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 331112-2 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 2 of 8 1 f. Disposal of excess material 2 g. Furnishing, placement and compaction of embedment 3 h. Furnishing, placement and compaction of backfill 4 i. Clay Dams 5 j. Thrust restraint, if required by Contract Documents 6 k. Gaskets 7 1. Clean-up 8 m. Cleaning 9 n. Disinfection 10 o. Testing 11 1.3 REFERENCES 12 A. Reference Standards 13 1. Reference standards cited in this Specification refer to the current reference 14 standard published at the time of the latest revision date logged at the end of this 15 Specification, unless a date is specifically cited. 16 2. American Association of State Highway and Transportation Officials (AASHTO). 17 3. ASTM International (ASTM): 18 a. D1784, Standard Specification for Rigid Poly(Vinyl-Chloride) (PVC) 19 Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. 20 b. D3139, Standard Specification for Joints for Plastic Pressure Pipes Using 21 Flexible Elastomeric Seals. 22 4. American Water Works Association (AWWA): 23 a. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 24 b. C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipes 25 and Fittings for Water. 26 c. C900, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 IN 27 through 12 IN, for Water Transmission and Distribution. 28 d. C905, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 14 IN 29 through 48 IN, for Water Transmission and Distribution. 30 e. M23, PVC Pipe — Design and Installation. 31 f. M41, Ductile -Iron Pipe and Fittings. 32 5. NSF International (NSF): 33 a. 61, Drinking Water System Components — Health Effects. 34 6. Underwriters Laboratories, Inc. (UL). 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Section 01 33 00. 38 B. All submittals shall be approved by the Engineer or the City prior to delivery. 39 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 40 A. Product Data 41 1. For PVC Pressure Pipe that is used for water distribution, wastewater force mains 42 or wastewater gravity mains, including: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 331112-3 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 3 of 8 1 a. PVC Pressure Pipe 2 b. Manufacturer 3 c. Dimension Ratio 4 d. Joint Types 5 2. Restraint, if required in Contract Documents 6 a. Retainer glands 7 b. Thrust harnesses 8 c. Any other means of restraint 9 3. Gaskets 10 B. Shop Drawings: When restrained joints are required, furnish for PVC Pressure Pipe 11 used in the water distribution system or for a wastewater force main for 24-inch and 12 greater diameters, including: 13 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 14 Texas including: 15 a. Working pressure 16 b. Surge pressure 17 c. Deflection 18 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 19 Professional Engineer in Texas, to verify the restraint lengths shown on the 20 Drawings. 21 3. Lay schedule / drawing for 24-inch and greater diameters sealed by a Licensed 22 Professional Engineer in Texas including: 23 a. Pipe class 24 b. Joints type 25 c. Fittings 26 d. Stationing 27 e. Transitions 28 f. Joint deflection 29 C. Certificates 30 1. Furnish an affidavit certifying that all PVC Pressure Pipe meets the provisions of 31 this Section, each run of pipe furnished has met Specifications, all inspections have 32 been made and that all tests have been performed in accordance with AWWA C900 33 or AWWA C905. 34 1.7 CLOSEOUT SUBMITTALS [NOT USED] 35 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 36 1.9 QUALITY ASSURANCE 37 A. Qualifications 38 1. Manufacturers 39 a. Finished pipe shall be the product of 1 manufacturer for each size, unless 40 otherwise approved by the City. 41 1) Change orders, specials, and field changes may be provided by a different 42 manufacturer upon City approval. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 11 12 - 4 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 4 of 8 1 b. Pipe manufacturing operations shall be performed under the control of the 2 manufacturer. 3 c. All pipe furnished shall be in conformance with AWWA C900 and AWWA 4 C905. 5 1.10 DELIVERY, STORAGE, AND HANDLING 6 A. Storage and Handling Requirements 7 1. Store and handle in accordance with the guidelines as stated in AWWA M23. 8 2. Secure and maintain a location to store the material in accordance with Section 01 9 66 00. 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 14 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 15 A. Manufacturers 16 1. Only the manufacturers as listed in 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. 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. 21 B. Pipe 22 1. Pipe shall be in accordance with AWWA C900 or AWWA C905. 23 2. PVC Pressure Pipe for potable water shall meet the requirements of NSF 61. 24 3. Pressure Pipe shall be approved by the UL. 25 4. Pipe shall have a lay length of 20 feet except for special fittings or closure pieces 26 necessary to comply with the Drawings. 27 5. The pipe material shall be PVC, meeting the requirements of ASTM D1784, with a 28 cell classification of 12454-B. Outside diameters must be equal to those of cast 29 iron and ductile iron pipes. 30 6. As a minimum the following Dimension Ratio's apply: 31 Diameter Min Pressure Class (inch) (psi) 4 through 12 DR 14 16 through 24 DR 18 32 7. Pipe Markings 33 a. Meet the minimum requirements of AWWA C900 or AWWA C905. Minimum 34 pipe markings shall be as follows: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 11 12 - 5 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 5 of 8 1 1) Manufacturer's Name or Trademark and production record 2 2) Nominal pipe size 3 3) Dimension Ratio 4 4) AWWA C900 or AWWA C905 5 5) Seal of testing agency that verified the suitability of the pipe 6 C. Pressure and Deflection Design 7 1. Pipe design shall be based on trench conditions and design pressure class specified 8 in the Drawings. Pipe shall be designed according to the methods indicated in 9 AWWA M23 for trench construction, using the following parameters: 10 a. Unit Weight of Fill (w) = 130 pcf 11 b. Live Load = AASHTO HS 20 12 c. Trench Depth = 12 feet minimum, or as indicated in Drawings 13 d. Maximum E' = 1,000 max 14 e. Deflection Lag Factor = 1.0 15 f. Working Pressure (P„) = 150 psi 16 g. Surge Allowance (Ps) = 100 psi minimum 17 h. Test Pressure = 18 1) No less than 1.25 times the stated working pressure (187 psi minimum) of 19 the pipeline measured at the highest elevation along the test section. 20 2) No less than 1.5 times the stated working pressure (225 psi minimum) at 21 the lowest elevation of the test section. 22 i. Maximum Calculated Deflection = 3 percent 23 j. Restrained Joint Safety Factor (SF) = 1.5 24 2. Verify trench depths after existing utilities are located. 25 a. Accommodate vertical alignment changes required because of existing utility or 26 other conflicts by an appropriate change in pipe design depth. 27 b. In no case shall pipe be installed deeper than its design allows. 28 3. Provisions for Thrust: 29 a. Thrusts at bends, tees, plugs or other fittings shall be mechanically restrained 30 joints when required by the Drawings. 31 b. No thrust restraint contribution shall be allowed for the restrained length of 32 pipe within the casing. 33 c. Restrained joints, where required, shall be used for a sufficient distance from 34 each side of the bend, tee, plug, valve, or other fitting to resist thrust which will 35 be developed at the design pressure of the pipe. For the purpose of thrust the 36 following shall apply: 37 1) Calculate valves as dead ends. 38 2) Design pressure shall be greater than the pressure class of the pipe or the 39 internal pressure (P1), whichever is greater. 40 3) Restrained joints shall consist of approved mechanical restrained or push- 41 on restrained joints as listed in the City's Standard Products List as shown 42 in Section 01 60 00. 43 4) Restrained PVC pipe is not allowed for pipe greater than 12 inches. 44 d. The Pipe Manufacturer shall verify the length of pipe with restrained joints to 45 resist thrust in accordance with the Drawings and the following: 46 1) Calculate the weight of the earth (We) as the weight of the projected soil 47 prism above the pipe, for unsaturated soil conditions. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 11 12 - 6 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 6 of 8 1 2) Soil density = 115 pcf (maximum value to be used), for unsaturated soil 2 conditions 3 3) In locations where ground water is encountered, reduce the soil density to 4 its buoyant weight for the backfill below the water table. 5 a) Reduce the coefficient of friction to 0.25. 6 4. Joints 7 a. Joints shall be gasket, bell and spigot and push -on type conforming to ASTM 8 D3139. 9 b. Since each pipe manufacturer has a different design for push -on joints, gaskets 10 shall be part of a complete pipe section and purchased as such. 11 c. Lubricant must be non -toxic and NSF approved for potable water applications. 12 d. Push -On Restrained Joints shall only be as approved in the Standard Products 13 List in Section 01 60 00. 14 5. Detectable Markers 15 a. Provide detectable markers in accordance with Section 33 05 26. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. General 24 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 25 AWWA C600, AWWA C605, AWWA M23 and in accordance with the pipe 26 manufacturer's recommendations. 27 2. Lay pipe to the lines and grades as indicated in the Drawings. 28 3. Excavate and backfill trenches in accordance with Section 33 05 10. 29 4. Embed PVC Pressure Pipe in accordance with Section 33 05 10. 30 5. For installation of carrier pipe within casing, see Section 33 05 24. 31 B. Pipe Handling 32 1. Haul and distribute pipe and fittings at the project site. 33 2. Handle piping with care to avoid damage. 34 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 35 lowering into the trench. 36 b. Use only nylon ropes, slings or other lifting devices that will not damage the 37 surface of the pipe for handling the pipe. 38 3. At the close of each operating day: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 11 12 - 7 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 7 of 8 1 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 2 the laying operation. 3 b. Effectively seal the open end of the pipe using a gasketed night cap. 4 C. Joint Making 5 1. Mechanical Joints 6 a. Bolt the follower ring into compression against the gasket, with the bolts 7 tightened down evenly then cross torque in accordance with AWWA C600. 8 b. Overstressing of bolts to compensate for poor installation practice will not be 9 permitted. 10 2. Push -on Joints 11 a. Install Push -On joints as defined in AWWA C900 and AWWA C905. 12 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 13 c. Place the gasket in the bell in the position prescribed by the manufacturer. 14 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 15 gasket and the outside of the spigot prior to entering the spigot into the bell. 16 e. When using a field cut plain end piece of pipe, refinish the field cut to conform 17 to AWWA C605. 18 3. Joint Deflection 19 a. Deflect the pipe only when necessary to avoid obstructions, or to meet the lines 20 and grades shown in the Drawings. 21 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 22 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 23 C600. 24 d. The manufacturer's recommendation may be used with the approval of the 25 Engineer. 26 D. Detectable Metallic Tape Installation 27 1. See Section 33 05 26. 28 3.5 REPAIR/RESTORATION [NOT USED] 29 3.6 RE -INSTALLATION [NOT USED] 30 3.7 FIELD [oR] SITE QUALITY CONTROL 31 A. Potable Water Mains 32 1. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water 33 mains: 34 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 35 main as specified in Section 33 04 40. 36 B. Wastewater Lines 37 1. Closed Circuit Television (CCTV) Inspection 38 a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. CITY OF FORT WORTH 2008 CAPITOL ID'IPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 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 331112-8 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 8 of 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 RESTRAINED PLUG OR CAP X BLOCKING SHALL EXTEND TO UNDISTURBED EARTH FORT WORTH • • • TEE • • • • _J _J ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE PER SECTION 33 11 11 PLAN VIEW BLOCKING SHALL EXTEND TO UNDISTURBED EARTH • • • • BEND L. HORIZONTAL THRUST BLOCKING TABLE PIPE "X" SIZE DIM.** 6" 1'-6" 8" 1'-6" 10" 1'-6" 12" 1'-6" 16" 2'-0" 20" 12'-0" 24" 12'-0" PLUGS, TEES, 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS DEAD -ENDS MIN. AREA MIN. AREA MIN. AREA MIN. AREA MIN. AREA (SF) (SF) (SF) (SF) (SF) 4.00* 5.65 8.84 12.72 22.62 35.34 50.89 4.50 8.00 12.50 I 17.99 I 31.99 I 49.98 I 71.97 4.00* 4.33 6.76 I 9.74 17.31 I 27.05 I 38.95 4.00* 4.00* 4.00* 4.96 8.83 13.79 19.86 4.00* 4.00* 4.00* 4.00* 4.43 6.93 9.98 *MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SQUARE FEET. **DIMENSION "X" TO BE A MINIMUM OF ONE FOOT AND SIX INCHES, BUT IS TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH WALL. • • • • NOTES. 1. THRUST BLOCKING AREAS SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2. 3,000 PSF HORIZONTAL OR LATERAL BEARING PRESSURE FOR ACCEPTABLE SOILS 1.3. MINIMUM COVER OF 42" 1.4. A SAFETY FACTOR OF 1.5. 2. THE ENGINEER SHALL PROVIDE A SEPARATE BLOCKING TABLE WHEN THE CONDITIONS DO NOT MEET THE ABOVE ASSUMPTIONS. 3. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF THRUST BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 4. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 5. BLOCKING FOR WATER LINES LARGER THAN 24" SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS. 6. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 HORIZONTAL THRUST BLOCKING 33 11 00-D130 FORT WORTH CONCRETE CRADLE SHALL EXTEND TO UNDISTURBED EARTH PROFILE VIEW BEND CONCRETE CRADLE TABLE PIPE "X" SIZE DIM.** I 6" 1 8" 10" 1 12" 16" 20" 24" 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS MIN. AREA MIN. AREA MIN. AREA MIN. AREA (SF) (SF) (SF) (SF) 1'-6" 4.50 1'-6" 8.00 1'-6" 12.50 1'-6" 17.99 2'-0" 31.99 2'-0" 49.98 2'-0"I 71.97 4.00* 4.00* 4.00* 4.33 4.00* 4.00* 6.76 4.00* 4.00* 9.74 4.96 I 4.00* 17.31 8.83 I 4.43 27.05 13.79 I 6.93 38.95 19.86 I 9.98 *MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SQUARE FEET. **DIMENSION "X" TO BE A MINIMUM OF ONE FOOT AND SIX INCHES, BUT IS TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH BOTTOM. NOTES: 1. THRUST BLOCKING AREAS SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2. 3,000 PSF HORIZONTAL OR LATERAL BEARING PRESSURE FOR ACCEPTABLE SOILS 1.3. MINIMUM COVER OF 42" 1.4. A SAFETY FACTOR OF 1.5. 2. THE ENGINEER SHALL PROVIDE A SEPARATE BLOCKING TABLE WHEN THE CONDITIONS DO NOT MEET THE ABOVE ASSUMPTIONS. 3. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF THRUST BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 4. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 5. CRADLES FOR WATER LINES LARGER THAN 24" SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS. 6. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 CONCRETE CRADLE 33 11 00-D131 WIDTH SHALL BE 8" MIN. FOR 2 BAR APPLICATIONS, OTHERWISE 6" MIN. { 6" MIN. } TIE —DOWN BARS AS DESIGNATED ON TABLE REINFORCING MAT SHALL BE #4 BARS 0 6" OCEW BLOCKING SHALL BE AGAINST UNDISTURBED PIPE BACKFILL PER ;°!• _;•;•;<;^; EARTH DRAWINGS AND SECTION 33 05 10 \ _°,^, :z?'-,.1:; `•>- s'`t` HOOK TIE DOWN BARS INTO PIPE EMBEDMENT (' REINFORCING PER DRAWINGS AND �;° MAT (TIP.) SECTION 33 05 10 REINFORCING MAT, #4 BARS @ 6" OCEW FORT WORTH PROFILE VIEW 6" MIN. 6" MIN. 6" MIN. (TYP.) SECTION VIEW BLOCKING SHALL BE AGAINST UNDISTURBED EARTH VERTICAL TIE -DOWN BLOCKING TABLE PIPE SIZE 6" 8" 10" 12" ALL 90' BENDS SHALL BE RESTRAINEL 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS MIN. MIN, MIN. MIN. MIN. MIN. VOLUME #4 VOLUME #4 VOLUME #4 (CO BARS (CF) BARS (CO BARS 48.69 1 24.82 1 12.47 1 86.56 2 44.13 1 I 22.17 1 135.25 3 68.95 2 134.64 1 194.76 4 99.29 2 I 49.88 1 NOTES: 1. VERTICAL TIE —DOWN BLOCKING VOLUMES SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2. 150 PCF CONCRETE DENSITY 1.3. A SAFETY FACTOR OF 1.5. 2. BAR QUANTITIES ARE BASED ON: 2.1. 30 KSI #4 STEEL REINFORCEMENT BAR 2.2. A FACTOR OF SAFETY OF 1.5 2.3. "L" SHALL BE A MINIMUM OF 18". 3. THE ENGINEER SHALL PROVIDE A SEPARATE VERTICAL TIE —DOWN BLOCKING TABLE WHEN THE CONDITIONS DO NOT MEET THE ABOVE ASSUMP11ONS. 4. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF VERTICAL TIE —DOWN BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 5. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 6. WIDTHS, LENGTHS AND DEPTHS MAY VARY BUT SATISFACTION OF ABOVE MINIMUM VOLUMES MUST BE DEMONSTRATED. 7. KEEP CONCRETE CLEAR OF PIPE JOINTS AND BOLTS. 8. VERTICAL 11E—DOWN BLOCKING FOR LINES 16" AND LARGER SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS. 9. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 VERTICAL TIE -DOWN BLOCKING 33 11 00-D132 1 2 3 4 PART1- GENERAL 5 1.1 SUMMARY 33 12 10 - 1 WATER SERVICES 1-INCH TO 2-INCH Page I of 16 SECTION 33 12 10 WATER SERVICES 1-INCH TO 2-INCH 6 A. Section Includes: 7 1. Lead-free 1-inch to 2-inch water service lines from the water main to the right-of- 8 way, fittings and water meter boxes complete in place, as shown on the Drawings, 9 directed by the Engineer, and specified herein for: 10 a. New Water Service 11 b. New Water Service (Bored) 12 c. Water Meter Service Relocate 13 d. Private Water Service 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Products Installed but not Furnished Under this Section 17 1. Water meters for various sizes 18 D. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 20 2. Division 1 — General Requirements 21 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 22 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 23 5. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. New Water Service 27 a. Measurement 28 1) Measurement for this Item shall be per each New Service complete in place 29 from the tap of the main to the installation of the meter box and associated 30 appurtenances where the service line is installed by open cut construction. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" will be paid for at the unit 34 price bid per each "New Water Service" installed for: 35 a) Various sizes 36 c. The price bid shall include: 37 1) Furnishing and installing New Service Line as specified by the Drawings 38 2) Submitting product data 39 3) Tapping saddle 40 4) Corporation stop CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 33 12 10 - 2 WATER SERVICES 1-INCH TO 2-INCH Page 2 of 16 1 5) Curb stop 2 6) Fittings 3 7) Service line installed by open cut 4 8) Connection to meter 5 9) Meter Box and Lid 6 10) Pavement removal 7 11) Excavation 8 12) Hauling 9 13) Disposal of excess material 10 14) Surface Restoration associated with Meter Box installation and connection 11 15) Clean-up 12 16) Disinfection 13 17) Testing 14 2. New Water Scrvicc, Bored 15 a. M asurement 16 1) M asurement for this Item shall be per each New Scrvicc complete in place 17 from the tap of the main ta->=1rc-k atallati^r meta- 1=ax arm associated 18 appurtenances where the service line is installed by trenchlcss method. 19 b. Payment 20 1) The work performed and materials furnished in Goo or 1- 3 It:r 21 and m sured u provided under "Measurement" will be paid for at the unit 22 price bid per each "New Water Service, Bored" installed for: 23 a) Various sizes 24 e. The price bid shall include: 25 1) gthaitting product data 26 2) Tapping saddle 27 3) Corporation stop 28 1) Curb stop 29 5) Fittings 30 6) Scrvicc line installed by trenchless method 31 7) Connection to meter 32 8) Meter Box and Lid 33 9) P 7e' cant removal 34 4-9) Fir c •x. 35 11) Hauling 36 12) Disposal of excess material 37 13) Surface restoration associated with Meter Bon i o a}ltion and connection 38 14) Clean up 39 15) Disinfection 40 16) Testing 41 3. Water Meter Service Relocate 42 a. Measurement 43 1) Measurement for this Item shall be per each Water Meter Service Relocate 44 complete in place from public service line connection to private service line 45 connection. 46 b. Payment CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 33 12 10 - 3 WATER SERVICES 1-INCH TO 2-INCH Page 3 of 16 1 1) The work performed in conjunction with relocation of the meter, associated 2 private service line, fittings and meter box 5 feet or less in any direction 3 from centerline of existing meter location and the materials furnished in 4 accordance with this Item will be paid for at the unit price bid per each 5 "Water Meter Service Relocate" installed for: 6 a) Various size of services 7 c. The price bid shall include: 8 1) Private service line 9 2) Fittings 10 3) Private connection to water meter 11 4) Connection to existing private service line 12 5) Cut and crimp of existing service 13 6) Removal and Disposal or Salvage of existing 2-inch or smaller water meter, 14 as directed by City 15 7) Pavement removal 16 8) Excavation 17 9) Hauling 18 10) Disposal of excess material 19 11) Surface restoration 20 12) Clean-up 21 13) Cleaning 22 14) Disinfection 23 15) Testing 24 '1. Private Service 25 a. Measurement 26 1) M&surement for this Item thall b per linear foot of Private Service 27 relocation complete in place from the meto bolt o a connection to the 28 existing service line on private property. 29 b. Payment 30 1) The work performed in conjunction with Private Service Line installation 31 where the meter and meter boxes arc moved more than 5 feet in any 32 direction from centerline of existing meter location and materials furnished 33 in accordance with the Ivn and measured as provided under 34 "Measurement" wiM Lam: paid for at the unit Fi&x hid per linear foot of 35 "Private Service" installed for: 36 a) Various sizes of service 37 c. The price ✓k3 c'xal include: 38 1) Obtaining app Fate permit 39 2) Obtaining Right of Entry 40 3 1ubmitting product data 41 4) Private service line 42 5) Fittings 43 6) Connection to existing private service line 44 7) Pavement removal 45 8) Excavation 46 9) Hauling 47 -1-0) Dioosal of excess material 48 11) Surface restoration 49 12) Clean up CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 33 12 10 - 4 WATER SERVICES 1-INCH TO 2-INCH Page 4 of 16 1 13) Cleaning 2 11) D3irfcction 3 15) Testing 4 1.3 REFERENCES 5 A. Definitions 6 1. New Service 7 a. Installation of new 1-inch to 2-inch Water Service Line by open cut 8 construction from the water main to the right-of-way, including corporation 9 stop, curb stop, fittings and water meter boxes complete in place, as shown on 10 the Drawings. 11 2. New Service (Bored) 12 a. Installation of new 1-inch to 2-inch Water Service Line by trenchless 13 construction method from the water main to the right-of-way, including 14 corporation stop, curb stop, fittings and water meter boxes complete in place, as 15 shown on the Drawings. 16 3. Meter Service Relocate 17 a. Relocation and reconnection of the private service line from an existing meter 18 to be abandoned and a new meter installed that lies within 5 feet of the existing 19 meter. 20 4. Private Service 21 a. Relocation and reconnection of private service line behind the water meter 22 where the existing meter to be abandoned and the new meter installed is greater 23 than 5 feet of the existing meter. A licensed plumber is required to relocate the 24 private service. 25 5. Lead-free 26 a. Lead-free pipes and plumbing fittings and fixtures shall contain less than 0.25 27 percent lead in accordance with the reduction of Lead in Drinking Water Act 28 (P.L. 111-380). 29 B. Reference Standards 30 1. Reference standards cited in this Specification refer to the current reference 31 standard published at the time of the latest revision date logged at the end of this 32 Specification, unless a date is specifically cited. 33 2. ASTM International (ASTM): 34 a. A48, Standard Specification for Gray Iron Castings. 35 b. A536, Standard Specification for Ductile Iron Castings. 36 c. B88, Standard Specification for Seamless Copper Water Tube. 37 d. B98, Standard Specification for Copper -Silicon Alloy Rod, Bar and Shapes. 38 e. C131, Standard Specification for Resistance to Degradation of Small -Size 39 Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. 40 f. C150, Standard Specification for Portland Cement. 41 g. C330, Standard Specification for Lightweight Aggregates for Structural 42 Concrete. 43 h. D883, Standard Terminology Relating to Plastics. 44 3. American Water Works Association (AWWA): 45 a. C700, Cold -Water Meters - Displacement Type, Bronze Main Case. 46 b. C800, Underground Service Line Valves and Fittings. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 33 12 10 - 5 WATER SERVICES 1-INCH TO 2-INCH Page 5 of 16 1 4. NSF International (NSF): 2 a. 61, Drinking Water System Components - Health Effects. 3 5. Reduction of Lead in Drinking Water Act 4 a. Public Law 111-380 (P.L. 111-380) 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Scheduling 7 1. Provide advance notice for service interruptions and meet requirements of Division 8 0 and Division 1. 9 1.5 SUBMITTALS 10 A. Submittals shall be in accordance with Section 01 33 00. 11 B. All submittals shall be approved by the City prior to delivery. 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 13 A. Product Data, if applicable: 14 1. Tapping Saddle 15 2. Corporation stop 16 3. Curb Stop 17 4. Service Line 18 5. Meter Box 19 6. Meter Box Lid 20 B. Certificates and Test Reports 21 1. Prior to shipment of any Water Service components, the manufacturer shall submit 22 the following: 23 a. A Certificate of Adequacy of Design stating that the components to be 24 furnished comply with all regulatory requirements identified in this Section 25 including: 26 1) The Reduction of Lead in Drinking Water Act (P.L. 111-380) 27 2) AWWA C800 28 3) NSF 61 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE 32 A. Qualifications 33 1. Manufacturers 34 a. Water Services shall meet or exceed the latest revisions of AWWA C800, NSF 35 61, the Reduction of Lead in Drinking Water Act and shall meet or exceed the 36 requirements of this Specification. 37 1.10 DELIVERY, STORAGE, AND HANDLING 38 A. Storage and Handling Requirements CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 33 12 10 - 6 WATER SERVICES 1-INCH TO 2-INCH Page 6 of 16 1 1. Protect all parts such 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. Prevent plastic and similar brittle items from being directly exposed to sunlight or 7 extremes in temperature. 8 4. Secure and maintain a location to store the material in accordance with Section 01 9 66 00. 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED PRODUCTS 14 A. Water meters for various sizes 15 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 16 A. Manufacturers 17 1. Only the manufacturers as listed on the City's Standard Products List will be 18 considered as shown in Section 01 60 00. 19 a. The manufacturer must comply with this Specification and related Sections. 20 2. Any product that is not listed on the Standard Products List is considered a 21 substitution and shall be submitted in accordance with Section 01 25 00. 22 3. The Water Services and appurtenances shall be new and the product of a 23 manufacturer regularly engaged in the manufacturing of Water Services and 24 appurtenances having similar service and size. 25 B. Description 26 1. Regulatory Requirements 27 a. All materials shall conform to the Reduction of Lead in Drinking Water 28 Act (P.L. 111-380). This Act defines "Lead-free" for pipes and other 29 appurtenances to be less than 0.25 percent lead. 30 b. Water Services shall meet or exceed the latest revisions of AWWA C800 and 31 shall meet or exceed the requirements of this Specification. 32 c. All Water Services components in contact with potable water shall conform to 33 the requirements of NSF 61. 34 C. Materials/Design Criteria 35 1. Service Lines 36 a. Provide Type K Copper Tubing per ASTM B88. 37 b. Furnish in the annealed conditions, unless otherwise specified in the Contract 38 Documents. 39 2. Service Couplings 40 a. Fitting Ends CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 331210-7 WATER SERVICES 1-INCH TO 2-INCH Page 7 of 16 1 1) Flared Copper Tubing with thread dimensions per AWWA C800 2 2) Provide coupling nuts with a machined bearing skirt of a length equal to the 3 tubing outer diameter (0.D.). 4 b. Provide with hexagonal wrench grip compatible with the coupling size. 5 c. Provide lead-free service couplings in accordance with the Reduction of Lead 6 in Drinking Water Act. 7 3. Corporation stops 8 a. Provide brass castings per AWWA C800 for: 9 1) Bodies 10 2) Plugs 11 3) D washers 12 4) Bottom nuts 13 b. Machining and Finishing of Surfaces 14 1) Provide 1 3/4 inch per foot or 0.1458 inch per inch ± 0.007 inch per inch 15 taper of the seating surfaces for the key and body. 16 2) Reduce large end of the tapered surface of the key in diameter by chamfer 17 or turning for a distance that will bring the largest end of the seating surface 18 of the key into the largest diameter of the seating surface of the body. 19 3) Relieve taper seat in the body on the small end. 20 4) Extend small end of the key there -through to prevent the wearing of a 21 shoulder and facilitate proper seating of key. 22 5) Design key, key nut and washer such that if the key nut is tightened to 23 failure point, the stem end of the key shall not fracture. 24 6) Design nut and stem to withstand a turning force on the nut of at least 3 25 times the necessary effort to properly seat the key without failure in any 26 manner. 27 7) Port through corporation stop shall be full size to eliminate turbulence in 28 the flow way. 29 8) Design stop for rotation about the axis of the flow passageway inside the 30 following minimum circles in order to properly clear the tapping machine: 31 a) Two 7/8-inch for 1-inch corporation stops 32 b) Four 15/16-inch for 1 1 -inch and 2-inch corporation stops 33 c. Provide lead-free corporation stops in accordance with the Reduction of Lead in 34 Drinking Water Act. 35 4. Curb Stops 36 a. Provide brass castings per AWWA C800. 37 b. Valve plugs shall be: 38 1) Cylinder type 39 2) Plug type, or 40 3) Ball type 41 c. Incorporate full flow porting. 42 d. Provide for full 360 degree plug rotation clockwise or counter -clockwise. 43 e. Overall Length 44 1) 3-5/16 inch + 1/8 inch for 1-inch diameter 45 2) 4-1/32 inch ± 9.32 for 1-inch diameter 46 f. Cylindrical Plug Type 47 1) Provide 0-ring seal at top and bottom. 48 a) 0-ring at top only is acceptable if bottom of curb stop body is closed. 49 2) Seals shall be Buna N. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 33 12 10 - 8 WATER SERVICES I -INCH TO 2-INCH Page 8 of 16 1 3) 1 0-ring seal shall surround the outlet port of the curb stop and act to 2 effectively seal in the closed position. 3 4) The port in the plug shall provide a straight through, full size flow way, so 4 shaped as to eliminate turbulence. 5 5) All waterways shall be smooth and free of burrs or rough areas. 6 6) Design the curb stop to provide ease and accuracy of operation and positive 7 shut-off of water. 8 g. Tapered Plug Type 9 1) Provide 0-ring seal at top and bottom. 10 2) The tapered plug and cylindrical recess in the valve body shall be machined 11 to match within approved manufacturing tolerances. 12 3) Inlet and outlet ports shall be sealed by 0-rings or combination Teflon U- 13 shaped seal rings backed with 0-rings. 14 4) The port in the plug shall provide a straight through, full size flow way, so 15 shaped as to eliminate turbulence. 16 5) All waterways shall be smooth and free of burrs or rough areas. 17 6) Design the curb stop to provide ease and accuracy of operation and positive 18 shut-off of water. 19 h. Ball Plug Type 20 1) Provide double 0-ring seals on the stem. 21 2) The ball shall seal against rubber rings mounted in the valve body at the 22 inlet and outlet ports. 23 3) The ball shall be bronze with a smooth Teflon coating. 24 4) The port in the plug shall provide a straight through, full size flow way, so 25 shaped as to eliminate turbulence. 26 5) All waterways shall be smooth and free of burrs or rough areas. 27 i. Provide lead-free curb stops in accordance with the Reduction of Lead in 28 Drinking Water Act. 29 5. Straight Adapters 30 a. Brass castings and threads per AWWA C800 31 b. Provide lead-free straight adapters in accordance with the Reduction of Lead in 32 Drinking Water Act. 33 6. Three Part Copper Unions 34 a. Brass castings and threads per AWWA C800 35 b. Provide lead-free Three Part Copper Unions in accordance with the Reduction 36 of Lead in Drinking Water Act. 37 7. Straight Meter Couplings 38 a. Brass castings per AWWA C800 39 b. Threads per AWWA 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 f. Provide lead-free Straight Meter Couplings in accordance with the Reduction of 44 Lead in Drinking Water Act. 45 8. Branch Connections 46 a. Brass castings per AWWA C800 47 b. Inlet and outlet connections per AWWA C800 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 33 12 10 - 9 WATER SERVICES 1-INCH TO 2-INCH Page 9 of 16 1 c. Provide lead-free branch connections in accordance with the Reduction of Lead 2 in Drinking Water Act. 3 9. Service Saddles 4 a. Castings 5 1) Brass or Nylon coated ductile iron castings per AWWA C800 6 2) Free of porosity with sharp edges removed 7 3) Fit contour of pipe as follows: 8 Minimum Outside Maximum Outside Nominal Pipe Size Diameter of Pipe Diameter of Pipe (inches) (inches) (inches) 1.50 1.900 2.000 2.00 2.375 2.500 2.25 2.875 ( 3.000 4.00 4.900 1 5.000 6.00 6.900 1 7.100 8.00 9.050 9.300 10.00 11.100 11.400 9 10 4) Saddle 11 a) Form to fit firmly against side of maximum diameter of water main 12 with approximately 180 degrees wrap around. 13 5) Outlet 14 a) Design outlet boss for no thread distortion by bending moments. 15 b) Tapped for taper threaded corporation stop conforming to AWWA 16 C800. 17 b. Straps 18 1) Conform to ASTM B98. 19 2) Form flat to fit uniformly against the wall of the water main. 20 3) Rod diameter not less than 5/8 inch flattened to 1 inch on one side. 21 4) Straps shall be threaded 5/8 inch (11-NC-2A) for a distance such that/ 22 inch remains after clamp is fully tightened on the pipe. 23 5) Chamfer strap ends to protect the starting threads. 24 6) The threads shall be full and free from shear. 25 7) 4-inch and larger pipe shall be in accordance with Section 33 12 25. 26 8) Single straps are allowed for Saddles for pipe 2-inches in diameter and 27 smaller. 28 c. Nuts 29 1) Bronze material 30 a) Same material as straps 31 2) Dimensions equal to or larger than heavy hexagon nuts 32 3) Tapped 5/8 inch (11-NC-2B) 33 d. Gaskets 34 1) Neoprene rubber material 35 2) Cemented to saddle and positioned to facilitate installation 36 10. Brass Flanged Angle Valve 37 a. For 1 1/2-inch and 2-inch services 38 b. Brass castings per AWWA C800 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 33 12 10 - 10 WATER SERVICES 1-INCH TO 2-INCH Page 10 of 16 1 c. Valve Body with integral outlet flange and inlet wrenching flat 2 d. Fit together key and body by turning key and reaming body 3 1) Key with 0-ring seal seat at the upper end 4 2) Lap key and body seat are to conform to corporation stop requirements of 5 this Specification. 6 3) The outlet flange shall contain an 0-ring seat or a uniform flat drop -in 7 flange gasket surface. 8 4) Drop -in flange gasket surface shall contain gasket retaining grooves milled 9 circular about the axis of the flange. 10 5) The size of the outlet flange and the diameter and spacing of the bolt holes 11 shall conform to AWWA C700. 12 6) The flange on 2-inch angle valves shall be double drilled to permit 13 connection to 1 r -inch meters. 14 7) The inlet port of the valve shall be tapered to conform to AWWA C800 15 taper pipe thread. 16 8) The key cap shall include a wrenching tee harked with a raised or recessed 17 arrow to show whether the valve is open or closed. 18 9) Valve Assembly (main body, key, key cap) 19 a) Brass material per AWWA C800 20 b) 0-ring seal on the top of the key between the key and body seat 21 c) Key cap shall complete the assembly by attaching to the key by means 22 of a strong bronze pin with phosphor bronze spring washer(s) 23 depressed between the key cap and the top of the valve main body. 24 d) Provide with padlock wings for locking the valve in the closed position. 25 e) There shall be a uniform application of cold water valve grease 26 between the body and the key. 27 f) The valve shall be capable of being easily opened and stopping lugs. 28 g) The waterway through the valve shall be smooth and rounded for 29 minimum pressure loss, and shall be free of burrs or fins. 30 h) The valve shall be strong, well designed, neat in appearance, water- 31 tight and entirely adequate for the intended purpose. 32 i) Provide with either a high quality rubber drop -in gasket or an 0-ring 33 seal depending on the manufacturer's flange seal surface design choice. 34 c. Provide lead-free brass flanged angle valves in accordance with the Reduction 35 of Lead in Drinking Water Act. 36 11. Meter Boxes shall: 37 a. Be constructed of: 38 1) Linear Medium Density Polyethylene (LMDPE) as defined in 39 ASTM D883. 40 a) Minimum wall thickness of 3/8-inch throughout with no blowing 41 agents or foaming plastics 42 b) Polymer body shall be black throughout and shall have a molded 43 recycled emblem with a minimum of 35 percent Post Industrial/ Pre 44 Consumer Recycled Content- verified with a Leed Product 45 Documentation. 46 c) Smooth edges and corners and be free from sharp edges so the unit can 47 be handled safely without gloves. 48 d) Exterior free from seams or parting lines CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 331210-11 WATER SERVICES 1-INCH TO 2-INCH Page 11 of 16 1 e) Not to be installed in roadway — designed to withstand loading in non- 2 deliberate and incidental traffic only. 3 2) Concrete 4 a) Frame of No. 6 gauge wire welded closed 5 b) Type I or Type II Portland cement, in accordance with ASTM C150, 6 portioned with lightweight aggregate, in accordance with ASTM C330 7 (1) Percentage of wear not to exceed 40 per ASTM C131 8 (2) Minimum 28 day compressive strength of 3,000 psi 9 b. Be able to withstand a minimum 15,000 pounds vertical load 10 c. Withstand a minimum 400 pounds sidewall load. 11 d. 1-inch Standard Meter Box 12 1) For use with services utilizing 5/8-inch x 3/4-inch, 3/4-inch or 1-inch meter 13 Single or Dual service meter: DFW38C1PS-14-BODY or approved equal. 14 2) Polymer 15 a) Size: 21-1/2-inch x 20-1/2-inch Box, 14 inches high 16 b) Minimum inside working room: 19-1/2-inch x 16-1/2-inch 17 c) Pipe slots 18 (1) One pipe slot molded on the inlet end of the body that measures 2- 19 1/4-inch x 3-1/4-inch and one pipe slot on the outlet end of the 20 body that measures for 7-1/2-inch center "U" Branch. 21 d) Polymer body shall have a 1-inch bottom flange to resist settling of box 22 after installation. 23 3) Concrete 24 a) Size: 11-inch x 18-inch Box, 12 inches high 25 e. 2-inch Standard Meter Box 26 1) For use with services utilizing 1-1/2-inch or 2-inch Single service meter: 27 DFW1730C-12-BODY or approved equal. 28 2) Polymer 29 a) Size: 34-1/8-inch x 21-1/4-inch Box, 12 inches high 30 b) Minimum inside working room: 31-3/4-inch x 16-5/16-inch 31 c) Pipe Slots 32 (1) One pipe slot molded on each end of body that measures 3-inch x 33 4-inch with optional molded 4-inch x 9-inch cut out. 34 d) Polymer body shall have a molded 1/2-inch bow centered on sidewall to 35 resist backfilling per Drawings. 36 e) Polymer body shall have a 2-1/2-inch bottom flange to resist settling of 37 box after installation. 38 3) Concrete 39 a) Size: 15-1/4-inch x 26-7/8-inch Box, 12 inches high 40 f. Bullhead Standard Meter Box 41 1) For use with services utilizing two 5/8-inch x 3/4-inch or 3/4-inch or 1-inch 42 Single service meter: DFW37C-12-BODY or approved equal 43 2) Polymer 44 a) Size: 21-inch x 14-3/4-inch, 12 inches high 45 b) Minimum inside working room: 19-1/8-inch x 10-7/16-inch 46 c) Pipe Slots 47 (1) One pipe slot molded on each end of body that measures 2-1/4-inch 48 x 3-1/4-inch. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 33 12 10 - 12 WATER SERVICES I -INCH TO 2-INCH Page 12 of 16 1 d) Polymer body shall have a 1-inch bottom flange to resist settling of box 2 after installation. 3 3) Concrete 4 a) Size: 15-5/8-inch x 15-5/8-inch Box, 12 inches high 5 12. Meter Box Lid 6 a. Cast Iron or Ductile Iron 7 1) Per ASTM A48, Class 30B or ductile iron per ASTM A536 8 2) Shall withstand a minimum vertical load of 15,000 pounds 9 3) Coat castings with a bituminous emulsified asphalt unless otherwise 10 specified in the Contract Documents, ground smooth, and cleaned with shot 11 blasting, to get a uniform quality free from strength defects and distortions. 12 4) Dimensions shall be within industry standards of ±1/16 inch per foot. 13 5) All castings will bear the Manufacturer's IS (name or logo) and Country of 14 Origin. 15 6) Casting weights may vary ±5 percent from drawing weight per industry 16 standards. 17 b. Plastic 18 1) The lid shall be: 19 a) Constructed of Engineered Plastic as defined in ASTM D883 20 (1) Polymer Lid shall be black throughout and shall have a molded 21 recycled emblem with a minimum of 50 percent Post Consumer 22 Recycled and 50 percent Post Industrial/ Pre Consumer Recycled 23 Content- verified with a Leed Product Documentation. 24 (2) Polymer Lid shall be black throughout with no blowing agents or 25 foaming plastics 26 (3) Smooth edges and corners and be free from sharp edges so the unit 27 can be handled safely without gloves. 28 (4) Exterior free from seams or parting lines. 29 (5) Polymer lid shall have a molded tread -pattern- tread dimensions 30 shall be .188-inch x .938-inch x .150-inch deep. 31 (6) Polymer Lid shall have "City of Fort Worth" molded into the lid. 32 (7) Polymer lid shall have "Water Meter" molded into the lid- Font 33 shall be std Fadal CNC font with 1-inch characters x .150-inch 34 deep. 35 (8) Polymer Lid shall have a molded pick hole pocket- dimensions 36 shall be 3-inch x 9/16-inch x Thru Hole with 3/16-inch 304 37 stainless steel rod. 38 (9) Polymer lid shall have 2 pieces of 1/2-inch rebar located in lid 39 pockets for locatability as shown in Drawings. 40 b) Domestic Manufacture Only -Made in USA molded on Lid. 41 c) Not to be installed in roadway -designed to withstand loading in non- 42 deliberate and incidental traffic only. 43 d) Able to withstand a minimum 15,000 pounds vertical load 44 e) Engineered Plastic with ultraviolet protection. 45 2) 1-inch Standard Plastic Meter Box Lid 46 a) For use with services utilizing 5/8-inch x 3/-inch, 3/4-inch or 1-inch 47 meter Single or Dual service meter: DFW38C-1EPA Fl W-LID or 48 approved equal. 49 b) Size: 18-inch x 17-inch, 2 inches high CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 33 12 10 - 13 WATER SERVICES 1-INCH TO 2-INCH Page 13 of 16 1 c) For use with Class A Standard Meter Box DFW38C1PS-14-BODY or 2 approved equal. 3 d) Polymer lid shall seat evenly inside meter box and shall not overlap the 4 top edge of the meter box. 5 3) 2-inch Standard Plastic Meter Box Lid 6 a) For use with services utilizing 1-1/2-inch or 2-inch Single service 7 meter: DFW1730C-IEPA FM -LID or approved equal. 8 b) Size: 34-1/8-inch x 21-1/4-inch, 12 inches high 9 c) For use with Class B Standard Meter Box DFW1730C-12-BODY or 10 approved. 11 d) Polymer lid shall seat evenly inside meter box and shall not overlap the 12 top edge of the meter box. 13 4) Bullhead Standard Plastic Meter Box Lid 14 a) For use with services utilizing two 5/8-inch x 3/4-inch or 3/4-inch or 1- 15 inch Single service meter: DFW37C-1EPA FI'W-LID or approved 16 equal. 17 b) Size: 17-3/4-inch x 11-inch, 1-3/4 inches high 18 c) For use with Class C Standard Meter Box DFW37C-12-BODY or 19 approved equal. 20 d) Polymer lid shall seat evenly inside meter box and shall not overlap the 21 top edge of the meter box. 22 13. Horizontal Check Valve 23 a. Equip 1 1/2-inch and 2-inch Water Services with a horizontal check valve, with 24 pipe plug, only if specified in the Drawings. 25 b. If an existing backflow preventer is present, the Contractor is to leave it, and is 26 not required to provide an additional horizontal check valve. 27 c. Provide lead-free horizontal check valves in accordance with the Reduction of 28 Lead in Drinking Water Act. 29 14. Service Marker 30 a. 3 inch wide, 5 mil blue vinyl tape 31 2.3 ACCESSORIES [NOT USED] 32 2.4 SOURCE QUALITY CONTROL 33 A. Tests and Inspections 34 1. At the City's option, the manufacturer shall be required to provide certification 35 records showing conformance of materials, design and testing to these 36 Specifications. 37 2. The test procedures shall conform to AWWA C800. 38 a. In the event that a chosen valve fails the City's hydrostatic test, the cost of the 39 test shall be at the expense of the supplier. 40 b. Proof testing of the remainder of the valves shall be at the cost and 41 responsibility of the supplier. 42 c. These tests will be the basis of acceptance or rejection of the remainder of the 43 shipment by the City. 44 3. The City reserves the right to select products at random for testing. The failure of 45 materials to conform to the applicable Specification may result in the rejection of 46 the entire shipment. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October I8, 2012 33 12 10-14 WATER SERVICES 1-INCH TO 2-INCH Page 14 of 16 1 B. Marking 2 1. Service saddle castings shall be clearly marked by letters and numerals cast thereon 3 showing: 4 a. Manufacturer's name 5 b. Type 6 c. Size of Pipe 7 PART 3 - EXECUTION 8 3.1 INSTALLERS 9 A. A licensed plumber is required for installations on the outlet side of the service meter. 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 INSTALLATION 13 A. General 14 1. Install Water Services and appurtenances in accordance with AWWA C800. 15 2. Install Water Service Lines 5 feet north or east of center of lot frontage on lots 75 16 feet or wider, or where shown on Drawings. 17 3. Install Water Service Lines on lot center line on lots less than 75 feet wide, unless 18 otherwise shown on the Drawings. 19 4. Install services at a minimum depth of 36 inches below final grade/proposed top of 20 curb, unless otherwise specified in the Contract Documents. 21 5. Perform leak tests in accordance with Section 33 04 40. 22 6. Replace existing 3/4-inch Service Lines with 1-inch new Service Line, tap, and 23 corporation. 24 7. Install replaced or relocated services with the service main tap and service line 25 being in line with the service meter, unless otherwise directed by the City. 26 8. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 27 B. Handling 28 1. Haul and distribute Service Lines fittings at the project site and handle with care to 29 avoid damage. 30 a. Inspect each segment of Service Line and reject or repair any damaged pipe 31 prior to lowering into the trench. 32 b. Do not handle the pipe in such a way that will damage the pipe. 33 2. At the close of each operating day: 34 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 35 the laying operation. 36 b. Effectively seal the open end of the pipe using a gasketed night cap. 37 C. Service Line Installation 38 1. Service Taps 39 a. Only ductile iron pipe may be directly tapped. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 33 12 10 - 15 WATER SERVICES 1-INCH TO 2-INCH Page 15 of 16 1 b. Install service taps and/or tap assemblies of the specified size as indicated on 2 the Drawings, or as specified by the Engineer. 3 c. Perform taps on a water system that is either uncharged or under pressure. 4 d. Taps consist of: 5 1) For Concrete Pressure Pipe or Steel Pipe 6 a) Standard internal pipe threaded holes in the pipe walls 7 (1) Made during pipe fabrication 8 (2) Provide tapered threaded outlet with nylon sleeved inserts for up to 9 2-inch. 10 (3) Provide flange outlet with flange to thread insulator adaptor kits for 11 4-inch and larger taps. 12 2) Other pipe materials 13 a) Bronze service clamp with a sealed, threaded port through which the 14 pipe wall is drilled to complete a service port 15 e. Tap Assemblies 16 1) Consist of corporation stop with iron to copper connection attached to: 17 a) Copper tubing terminating as shown on the City's Standard Detail 18 b) May be required adjacent to gate valves 19 c) Install as shown on the Drawings, or as directed by the Engineer. 20 d) When required, shall be included in the unit price bid for installing gate 21 valve. 22 2) Chlorination and testing purposes 23 a) No separate payment will be made for taps required for testing and 24 chlorination. 25 2. Installation of Water Services 26 a. Install tap and Service Line in accordance with City Details. 27 b. Install meter box in accordance with City Details. 28 1) Adjustment of the Service Line to proper meter placement height shall be 29 considered as part of the Meter Box installation. 30 3. Trenching 31 a. Provide a trench width sufficiently wide to allow for 2 inches of granular 32 embedment on either side of the Service Line. 33 4. Bored Services 34 a. Services shall be bored utilizing a pilot hole having a diameter th inch to 3/ 35 inches larger than the Service Line. 36 5. Arrangement 37 a. Arrange corporation stops, branches, curb stops, meter spuds, meter boxes and 38 other associate appurtenances as shown in the City Detail, and to the approval 39 of the Engineer. 40 6. Service Marker 41 a. When Meter Box is not installed immediately subsequent to service installation: 42 1) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of the 43 service and extending through the backfill approximately 6 inches above 44 ground at the Meter Box location. 45 b. Installation of service taps only: 46 1) Attach service marker tape to the corporation stop or plug and extend 47 upward and normal to the main through the backfill at the adjacent trench 48 edge to at least 6 inches above ground to flag the tap location. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 331210-16 WATER SERVICES 1-INCH TO 2-INCH Page 16 of 16 1 7. Corporation stops 2 a. Fully open corporation stop prior to backfill. 3 D. Removal of Existing Water Meters 4 1. Remove, tag and collect existing Water Service meter for pickup by the City for 5 reconditioning or replacement. 6 2. After installation of the Water Service in the proposed location and receipt of a 7 meter from the City inspector, install the meter. 8 3. Reset the meter box as necessary to be flush with existing ground or as otherwise 9 directed by the City. 10 4. All such work on the outlet side of the service meter shall be performed by a 11 licensed plumber. 12 3.5 REPAIR / RESTORATION [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD [oR] SITE QUALITY CONTROL 15 A. Field Tests and Inspections 16 1. Check each Water Service installation for leaks and full flow through the curb stop 17 at the time the main is tested in accordance with Section 33 04 40. 18 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 END OF SECTION 26 27 10/18/2012 D. Johnson Revision Log DATE NAME SUMMARY OF CHANGE Added Blue Text for clarification 1.2 A. — Revision to items included in payment Specification modified to be in accordance with the Reduction of Lead in Drinking Water Act — All materials shall be lead free in accordance with this Act. L6.B. — added certification submittals for compliance with regulatory requirements CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised October 18, 2012 PROPERTY LINE SIDEWALK PLASTIC OR CONCRETE METER BOX PER 33 12 10-D113/D116 SEAL BRASS NIPPLE WITH CAP OR PLUG TAPPING SADDLE (ONLY DUCTILE IRON MAY BE TAPPED DIRECTLY) WATER MAIN BEHIND CURB NOTE: 1. PLASTIC METER BOXES SHALL BE USED IN NON -PAVED AREAS. 2. CONCRETE METER BOXES SHALL BE USED IN PAVED AREAS. 3. METER SHALL NOT BE PARTIALLY PLACED IN DRIVEWAYS OR SIDEWALKS. 4. USE PURPLE METER BOX LIDS FOR RECLAIMED WATER METERS. 20" B" 2' MIN. RADIUS, OR USE A 90' MALE THREAD BY FLARE BRASS FITTING IF NECESSARY STANDARD CURB STOP WITH FLARE CONNECTION 2' MIN. II // // // / / / / / FORT WORTH ti STANDARD CORPORATION STOP WITH CC THREAD BY FLARE CONNECTION BLUE VINYL TAPE, 3" WIDE, 6" ABOVE GROUND CURB z 1" TYPE K COPPER SERVICE LINE PAVEMENT SERVICE LINE FOR WATER MAIN ON OPPOSITE SIDE TAPPING SADDLE (ONLY DUCTILE IRON MAY BE TAPPED DIRECTLY) STANDARD CORPORATION STOP WITH CC THREAD BY FLARE CONNECTION WATER MAIN IN STREET CITY OF FORT WORTH, TEXAS 1-INCH WATER SERVICE REVISED: 08-31-2012 33 12 10-D111 10-7/16" I.D. WORK AREA 3/8" WALL (.f r? SNAP LOCK J POCKET, SEE NOTE #4 1/2" REBAR (2) 17 7/8" i 1-3/4" METER BOX LID — 19-1 /8" I.D. WORK AREA — NOTE: 1. USE THIS METER BOX 2. DIMENSIONS ± 1/8" U 3. WALL THICKNESS: 3/8 4. SNAP LOCK POCKET WI ENDPOINT. SNAP LOCK ALLOW FOR A FINGER HEIGHT IS 15/16" FOR 21" 1 IN NON -PAVED AREAS ONLY. .N.O. LL RECEIVE AMR/AMI DEVICE SLOT IS 1.80" ± .015" TO FORCE INSTALL. POCKET MIN 1 /8" AIR GAP. co r) r7 METER 80X PICK HOLE POCKET 3" x 9/16"x THRU HOLE WITH 3/160 304SS ROD f8000Q0=0a0-04 0000000-0000000 0=0i0=0 0=0=0=9 00�0 .CITY F 0 001 p8p O T ORTH0-a 0-0-0-0-0 m. r a0-0 TIT0To0.0m0 £3° O OT 0 0 0- = 00a000000000000 =0a000a-o0o0u0u L 07,111 -0 0 0� �0e0-0-0-0a METE avav0' 3-0 0 0 0 0 o 0 0 METER 0 o a 0-0 0=0=0-0 1e0p0-0 0-0v0-0-0e0°oo 0e000000000000oa3 0 • _T-TT0@0•0' o0000 0=0-00=0=0-0-0-0c.a 000poao000T4 = 3-0-0-0--0-,-,-,0000o0e I— 14-3/4" \I FORT WORTH CITY OF FORT WORTH, TEXAS 1-INCH STANDARD PLASTIC METER BOX (3/4 & 1-INCH METERS) REVISED: 08-31-2012 33 12 10-D113 1 2 331220-1 RESILIENT SEATED (WEDGE) GATE VALVE Page 1 of 10 SECTION 33 12 20 RESILIENT SEATED (WEDGE) GATE VALVE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Resilient Seated (Wedge) Gate Valves 4-inch through 30-inch for use with potable 7 water mains 8 a. 30-inch and larger valves will be equipped with an integral bypass 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 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 11 05 — Bolts, Nuts, and Gaskets 16 4. Section 33 11 10 — Ductile Iron Pipe 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Gate Valve 20 a. Measurement 21 1) Measurement for this Item shall be per each. 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 "Gate Valve" installed 25 for: 26 a) Various sizes 27 c. The price bid shall include: 28 1) Furnishing and installing Gate Valves with connections as specified in the 29 Drawings 30 2) Valve box 31 3) Extension 32 4) Extensions for valves in vaults 33 5) Valve vault and appurtenances (for 16-inch and larger gate valves) 34 6) Petrolatum tape for connections to steel flanges 35 7) 2-inch risers (for 16-inch and larger gate valves) 36 8) Isolation kits when installed with flanged connections 37 9) Polyethylene encasement 38 10) Pavement removal 39 11) Excavation 40 12) Hauling CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331220-2 RESILIENT SEATED (WEDGE) GATE VALVE Page 2 of 10 1 13) Disposal of excess material 2 14) Furnishing, placement and compaction of embedment 3 15) Furnishing, placement and compaction of backfill 4 16) Clean-up 5 17) Cleaning 6 18) Disinfection 7 19) Testing 8 2. Cut -in Gate Valve 9 a. Measurement 10 1) Measurement for this Item shall be per each. 11 b. Payment 12 1) The work performed and the materials furnished in accordance with this 13 Item shall be paid for at the unit price bid per each "Cut -in Gate Valve" 14 installed for: 15 a) Various sizes 16 c. The price bid shall include: 17 1) Furnishing and installing Gate Valves with connections as specified in the 18 Drawings 19 2) System dewatering 20 3) Connections to existing pipe materials 21 4) Valve box 22 5) Extension 23 6) Extensions for valves in vaults 24 7) Valve vault and appurtenances (for 16-inch and larger gate valves) 25 8) Petrolatum tape for connections to steel flanges 26 9) 2-inch risers (for 16-inch and larger gate valves) 27 10) Isolation kits when installed with flanged connections 28 11) Valve vault and appurtenances (for 16-inch and larger gate valves) 29 12) Polyethylene encasement 30 13) Pavement removal 31 14) Excavation 32 15) Hauling 33 16) Disposal of excess material 34 17) Furnishing, placement and compaction of embedment 35 18) Furnishing, placement and compaction of backfill 36 19) Clean-up 37 20) Cleaning 38 21) Disinfection 39 22) Testing 40 1.3 REFERENCES 41 A. Abbreviations and Acronyms 42 1. NRS — Non Rising Stem 43 2. OS&Y — Outside Screw and Yoke 44 B. Reference Standards CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331220-3 RESILIENT SEATED (WEDGE) GATE VALVE Page 3 of 10 1 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 Officials (AASHTO). 5 3. American Society of Mechanical Engineers (ASME): 6 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125, and 250). 7 4. American Iron and Steel Institute (AISI). 8 5. ASTM International (ASTM): 9 a. A48, Standard Specification for Gray Iron Castings. 10 b. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 11 c. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi 12 Tensile Strength. 13 d. A536, Standard Specification for Ductile Iron Castings. 14 e. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 15 f. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 16 Steel. 17 6. American Water Works Association (AWWA): 18 a. C509, Resilient -Seated Gate Valves for Water Supply Service. 19 b. C515, Reduced -Wall, Resilient -Seated Gate Valves for Water Supply Service. 20 c. C550, Protective Interior Coatings for Valves and Hydrants. 21 d. C900, Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 IN 22 through 12 IN, for Water Transmission and Distribution. 23 7. American Water Works Association/American National Standards Institute 24 (AWWA/ANSI): 25 a. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 26 b. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 27 Fittings. 28 c. C 115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 29 Threaded Flanges. 30 8. NSF International (NSF): 31 a. 61, Drinking Water System Components - Health Effects. 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 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 City prior to delivery. 36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 37 A. Product Data 38 1. Resilient Seated (Wedge) Gate Valve noting the pressure rating and coating system 39 supplied, including: 40 a. Dimensions, weights, material list, and detailed drawings 41 b. Joint type 42 c. Maximum torque recommended by the manufacturer for the valve size CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 33 12 20 - 4 RESILIENT SEATED (WEDGE) GATE VALVE Page 4 of 10 1 2. Polyethylene encasement and tape 2 a. Whether the film is linear low density or high density cross linked polyethylene 3 b. The thickness of the film provided 4 3. Thrust Restraint, if required by contract Documents 5 a. Retainer glands 6 b. Thrust harnesses 7 c. Any other means 8 4. Instructions for field repair of fusion bonded epoxy coating 9 5. Gaskets 10 B. Certificates 11 1. Furnish an affidavit certifying that all Resilient Seated (Wedge) Gate Valves meet 12 the provisions of this Section, each valve meets Specifications, all inspections have 13 been made and that all tests have been performed in accordance with AWWA C509 14 or AWWA C515. 15 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 117. 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE 19 A. Qualifications 20 1. Manufacturers 21 a. Valves 16-inch and larger shall be the product of 1 manufacturer for each 22 project. 23 1) Change orders, specials and field changes may be provided by a different 24 manufacturer upon City approval. 25 b. For valves less than 16-inch, valves of each size shall be the product of 1 26 manufacturer, unless approved by the City. 27 1) Change orders, specials and field changes may be provided by a different 28 manufacturer upon City approval. 29 c. Valves shall meet or exceed AWWA C509 or AWWA C515. 30 d. For valves equipped with a bypass, the bypass valve must be of the same 31 manufacturer as the main valve. 32 e. Resilient Seated Gate Valves shall be new and the product of a manufacturer 33 regularly engaged in the manufacturing of Resilient Seated Gate Valves having 34 similar service and size. 35 1.10 DELIVERY, STORAGE, AND HANDLING 36 A. Storage and Handling Requirements 37 1. Protect all parts so that no damage or deterioration will occur during a prolonged 38 delay from the time of shipment until installation is completed and the units and 39 equipment are ready for operation. 40 2. Protect all equipment and parts against any damage during a prolonged period at the 41 site. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331220-5 RESILIENT SEATED (WEDGE) GATE VALVE Page 5 of 10 1 3. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 2 strongly built and securely bolted thereto. 3 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 4 5. Prevent plastic and similar brittle items from being directly exposed to sunlight or 5 extremes in temperature. 6 6. 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 10 A. Manufacturer Warranty 11 1. Manufacturer's Warranty shall be in accordance with Division 1. 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 14 2.2 EQUIPMENT, PRODUCT TYPES AND 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. 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. 21 B. Description 22 1. Regulatory Requirements 23 a. Valves shall be new and meet or exceed AWWA C509 or AWWA C515 and 24 shall meet or exceed the requirements of this Specification. 25 b. All valve components in contact with potable water shall conform to the 26 requirements of NSF 61. 27 C. Materials 28 1. Valve Body 29 a. Valve body: ductile iron per ASTM A536 30 b. Flanged ends: Furnish in accordance with AWWA/ANSI C115/A21.15. 31 c. Mechanical Joints: Furnish with outlets which conform to AWWA/ANSI 32 C111/A21.11. 33 d. Valve interior and exterior surfaces: fusion bonded epoxy coated, minimum 5 34 mils, meeting AWWA C550 requirements 35 e. Buried valves: Provide with polyethylene encasement in accordance with 36 AWWA/ANSI C105/A21.5. 37 1) Polyethylene encasement: Furnish in accordance with Section 33 11 10. 38 2. Wedge (Gate) 39 a. Resilient wedge: rated at 250 psig cold water working pressure CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331220-6 RESILIENT SEATED (WEDGE) GATE VALVE Page 6 of 10 1 b. The wedge (gate) for all valve sizes shall be 1 piece, fully encapsulated with a 2 permanently bonded EPDM rubber. 3 3. Bypass 4 a. 30-inch gate valves require an integrally cast bypass on the body of the valve. 5 1) Orient the bypass on the same side of the gate valve as the spur gear to 6 allow operation of both valves from the manhole opening. 7 4. Gate Valve Bolts and Nuts 8 a. Bonnet, Stuffing Box and Gear Box - Hex head bolt, and hex nut: Steel ASTM 9 A307 Gr. B, Zinc Plate per ASTM B633, SC3 for non -buried service (4-inch 10 through 12-inch valves) or as specified in 2.2.C.4.b. 11 b. Hex head bolt and hex nut: AISI 304 stainless steel for buried service (all 12 sizes) and for valves 16-inch through 36-inch (non -buried service) 13 5. Bolts and Nuts 14 a. Mechanical Joints 15 a) Provide bolts and nuts in accordance with Section 33 11 05. 16 b. Flanged Ends 17 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe 18 material. 19 2) Provide bolts and nuts in accordance with Section 33 11 05. 20 3) Flanged isolation kits shall be provided when connecting to buried steel or 21 concrete pressure pipe. Kits shall conform to Section 33 04 10. 22 6. Joints 23 a. Valves: flanged, or mechanical joint or any combination of these as specified 24 on the Drawings or in the project Specifications 25 1) Flanged joints: AWWA/ANSI C115/A21.15, ASME B16.1, Class 125 26 a) Flange bolt circles and bolt holes shall match those of ASME B16.1, 27 Class 125. 28 b) Field fabricated flanges are prohibited. 29 2) Steel or concrete pressure pipe 30 a) Use flange joints unless otherwise specified in the Contract 31 Documents. 32 3) Ductile Iron or PVC pressure pipe 33 a) Use mechanical joints with mechanically restrained retainer glands 34 unless otherwise specified in the Contract Documents. 35 7. Operating Nuts 36 a. Supply for buried service valves 37 b. 1-15/16-inch square at the top, 2-inch at the base, and 1-3/4-inch high 38 c. Cast an arrow showing the direction of opening with the word "OPEN" on the 39 operating nut base. 40 d. To open, the operating nut shall be turned to the RIGHT (CLOCKWISE) 41 direction. 42 e. Connect the operating nut to the shaft with a shear pin that prevents the nut 43 from transferring torque to that shaft or the gear box that exceeds the 44 manufacturer's recommended torque. 45 f. Furnish handwheel operators for non -buried service, or when shown in the 46 Drawings. 47 8. Gearing CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331220-7 RESILIENT SEATED (WEDGE) GATE VALVE Page 7 of 10 1 a. Gate valves that are 24 inch and larger: Equip with a spur gear. 2 b. Bevel gears for horizontally mounted valves are not allowed. 3 c. The spur gear shall be designed and supplied by the manufacturer of the valve 4 as an integral part of the gate valve. 5 9. Gaskets 6 a. Provide gaskets in accordance with Section 33 11 05. 7 2.3 ACCESSORIES 8 9 A. All gate valves shall have the following accessories provided as part of the gate valve installation: 10 1. A keyed solid extension stem of sufficient length to bring the operating nut up to 11 within 1 foot of the surface of the ground, when the operating nut on the gate valve 12 is 3 feet or more beneath the surface of the ground. Extension Stems are: 13 a. Not required on City stock orders 14 b. Not to be bolted or attached to the valve -operating nut 15 c. To be of cold rolled steel with a cross -sectional area of 1 square inch, fitting 16 loosely enough to allow deflection 17 2. Furnish joint components such as gaskets, glands, lubricant, bolts, and nuts in 18 sufficient quantity for assembly of each joint. 19 3. Cast Iron Valve Boxes: provide for buried service gate valves, cast iron valve 20 boxes and covers 21 a. Each valve box for 4-inch through 12-inch valves shall be 2-piece, 5 '%-inch 22 shafts, screw type, consisting of a top section and a bottom section. 23 b. Valve boxes shall be as listed in the City of Fort Worth Standard Products List 24 in attached in Section 01 60 00. 25 c. Valve box covers shall be so designed that they can be easily removed to 26 provide access to valve operating nut. 27 d. Valve box covers must be designed to stay in position and resist damage under 28 AASHTO HS 20 traffic loads. 29 e. Each cover shall be carted with the word "WATER" or "RECLAIMED" in 30 raised letters on the upper surface. 31 f. Cast iron valve boxes and covers shall conform to ASTM A48, Class 35B. 32 1) Valve box covers shall be round for potable water applications and square 33 for reclaimed water applications. 34 g. Box extension material shall be AWWA C900 PVC or ductile iron. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331220-8 RESILIENT SEATED (WEDGE) GATE VALVE Page 8 of 10 1 2.4 SOURCE QUALITY CONTROL [NOT USED] 2 PART 3 - EXECUTION 3 3.1 INSTALLERS [NOT USED] 4 3.2 EXAMINATION [NOT USED] 5 3.3 PREPARATION [NOT USED] 6 3.4 INSTALLATION 7 A. General 8 1. All valves shall be installed in vertical position when utilized in normal pipeline 9 installation. 10 2. Valves shall be placed at line and grade as indicated on the Drawings. 11 3. Polyethylene encasement installation shall be in accordance with Section 33 11 10. 12 3.5 REPAIR/RESTORATION [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD [oR] SITE QUALITY CONTROL 15 A. Field Inspections 16 1. Before acceptance of the installed valve, the City Field Operations Staff shall have 17 the opportunity to operate the valve. 18 2. The City shall be given the opportunity to inspect all buried flanges before they are 19 covered. 20 3. The Operator will be assessing the ease of access to the operating nut within the 21 valve box and ease of operating the valve from a fully closed to fully opened 22 position. 23 4. If access and operation of the valve meet the City's criteria, then the valve will be 24 accepted as installed. 25 B. Non -Conforming Work 26 1. If access and operation of the valve or its appurtenances does not meet the City's 27 criteria, the Contractor will remedy the situation until it meets the City's criteria, at 28 the Contractor's expense. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331220-9 RESILIENT SEATED (WEDGE) GATE VALVE Page 9 of 10 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] CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 33 1220 - 10 RESILIENT SEATED (WEDGE) GATE VALVE Page 10 of 10 1 END OF SECTION 2 3 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A — Modified acceptable size range and added requirement for bypass in 30-inch gate valves, Blue text added for exceptions 1.2 Measurement and Payment — Added Cut -In Gate Valve 1.2.A.1.c and 1.2.A.2.c — added additional items to be included in price bid 1.6.A — removed requirement for product data for bolts and nuts because it is to be included under Section 33 11 05. 1.9.A.1 — Added requirement for bypass valve manufacturing 2.2.C. — Added requirement for 30-inch gate valves to have a bypass and bypass material requirements; Added reference to Section 33 11 05 and removed material specification for bolts, nuts and gaskets; Added requirement for flanged isolation kits; Added restraint requirements for mechanical joint connections with ductile iron or PVC pressure pipe. 2.3.3 — Modified acceptable cast iron from Class 40 to Class 35B; Added requirements for reclaimed water applications CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 CONCRETE COLLAR (ASPHALT) 2'-0" j\ %" CHAMFER %•�; (TYP.) CONCRETE COLLAR (UNIMPROVED SURFACES) PAVED AREAS CONCRETE COLLAR 8" TYP. -{ AWWA THREE-PIECE VALVE BOX OR APPROVED EQUAL P Ye'x45' CHAMFER 2" SQUARE STOCK W/ 1" DIA. HOLE DRILLED THROUGH �% 2' 0„ 1/2 8_#4 BARS (TYP.) 8-#4 BARS (TYP.) 3/4" CHAMFER (TYP.) FOR UNIMPROVED SURFACES ONLY CONCRETE COLLAR (RECLAIMED WATER - ALL LOCATIONS) UNPAVED AREAS 1 1 Y" CHAMFER (TYP.) 3" MIN. IF VALVE OPERATING NUT IS MORE THAN 3' BELOW PAVEMENT SURFACE, PROVIDE EXTENSION STEM TO 1' BELOW PAVEMENT SURFACE. '-USE RETAINER GLANDS FOR VALVE RESTRAINT GATE VALVE 1"0 SOLID' ROUND STOCK 2" SQUARE STOCK W/ 1" DIA. HOLE DRILLED THROUGH 2Y" SQUARE TUBING W/ Y4 THICK WALL { VARIES VALVE STEM EXTENSION o -4'-a NOTE: 1. GATE VALVES SHALL BE RESILIENT SEATED. 2. PROVIDE 3" MIN. OF COVER OVER REINFORCEMENT IN ALL DIRECTIONS. 3. COLLARS SHALL BE 4,000 PSI CONCRETE PER SECTION 03 30 00. NOTE: 1. 1" ROUND SOLID BAR & 2" SQUARE PER ASTM A-108-81. SAE 1020, COLD DRAWN OR BETTER. 2. 2--)" SQUARE TUBING PER ASTM A-512-79, SAE 1020, COLD DRAWN OR BETTER. 3. ALL WELDS SHALL COMPLY WITH A.W.S. CODE FOR PROCEDURE, APPEARANCE AND QUALITY OF WELDS. FORT WORTH CITY OF FORT WORTH, TEXAS WATER DISTRIBUTION GATE VALVE & BOX (12" AND SMALLER) REVISED: 08-31-2012 33 12 20-D126 1 2 331225-1 CONNECTION TO EXISTING WATER MAINS Page I of 8 SECTION 33 12 25 CONNECTION TO EXISTING WATER MAINS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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. Installing a tapping sleeve and valve 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 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 — General Requirements 16 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 17 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 18 5. Section 33 05 30 — Location of Existing Utilities 19 6. Section 33 11 05 — Bolts, Nuts, and Gaskets 20 7. Section 33 11 10 — Ductile Iron Pipe 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Connection to an existing unpressurized Fort Worth Water Distribution System 24 Main that does not require the City to take part of the water system out of service 25 a. Measurement 26 1) This Item is considered subsidiary to the water pipe being installed. 27 b. Payment 28 1) The work performed and the materials furnished in accordance with this 29 Item are subsidiary to the unit price bid per linear foot of water pipe 30 complete in place, and no other compensation will be allowed. 31 2. Connection to an existing pressurized Fort Worth Water Distribution System Main 32 that requires a shutdown of some part of the water system 33 a. Measurement 34 1) Measurement for this Item shall be per each connection completed. 35 b. Payment 36 1) The work performed and the materials furnished in accordance with this 37 Item shall be paid for at the unit price bid per each "Connection to Existing 38 Water Main" installed for: 39 a) Various sizes of existing water distribution main CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised February 6, 2013 33 12 25 - 2 CONNECTION TO EXISTING WATER MAINS Page 2 of 8 1 c. The price bid shall include all aspects of making the connection including, but 2 not limited to: 3 1) Preparing submittals 4 2) Dewatering 5 3) Exploratory excavation (as needed) 6 4) Coordination and notification 7 5) Remobilization 8 6) Temporary lighting 9 7) Polyethylene encasement 10 8) Make-up pieces 11 9) Linings 12 10) Pavement removal 13 11) Excavation 14 12) Hauling 15 13) Disposal of excess material 16 14) Clean-up 17 15) Cleaning 18 16) Disinfection 19 17) Testing 20 3. Connection to an existing pressurized Fort Worth Water Distribution System Main 21 by Tapping Sleeve and Valve: 22 a. Measurement 23 1) Measurement for this Item shall be per each connection completed. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the unit price bid per each "Tapping Sleeve and 27 Valve" installed for: 28 a) Various sizes of connecting main 29 b) Various sizes of existing water distribution main 30 c. The price bid shall include all aspects of making the connection including, but 31 not limited to: 32 1) Preparing submittals 33 2) Dewatering 34 3) Exploratory excavation (as needed) 35 4) Coordination and notification 36 5) Tapping Sleeve and Tapping Valve 37 6) Remobilization 38 7) Temporary lighting 39 8) Polyethylene encasement 40 9) Make-up pieces 41 10) Linings 42 11) Pavement removal 43 12) Excavation 44 13) Hauling 45 14) Disposal of excess material 46 15) Clean-up 47 16) Cleaning 48 17) Disinfection CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised February 6, 2013 33 12 25 - 3 CONNECTION TO EXISTING WATER MAINS Page 3 of 8 1 18) Testing 2 1.3 REFERENCES 3 A. Reference Standards 4 1. Reference standards cited in this Specification refer to the current reference 5 standard published at the time of the latest revision date logged at the end of this 6 Specification, unless a date is specifically cited. 7 2. American Society of Mechanical Engineers (ASME): 8 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250) 9 3. ASTM International (ASTM): 10 a. A36, Standard Specification for Carbon Structural Steel. 11 b. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 12 High Temperature or High Pressure Service and Other Special Purpose 13 Applications 14 c. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 15 Pressure or High Temperature Service, or Both 16 d. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 17 e. A283, Standard Specification for Low and Intermediate Tensile Strength 18 Carbon Steel Plates. 19 f. A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, Low- 20 and Intermediate -Tensile Strength. 21 g. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 22 h. D2000, Standard Classification System for Rubber Products in Automotive 23 Applications. 24 4. American Water Works Association (AWWA): 25 a. C200, Steel Water Pipe - 6 IN and Larger. 26 b. C207, Steel Pipe Flanges for Waterworks Service — Sizes 4 IN through 144 IN. 27 c. C213, Fusion -Bonded Epoxy Coating for the Interior and Exterior of Steel 28 Water Pipelines. 29 d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves. 30 5. American Water Works Association/American National Standards Institute 31 (AWWAJANSI): 32 a. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 33 b. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 34 Fittings. 35 c. C115A21/15, Flanged Ductile -Iron Pipe with Ductile Iron or Gray -Iron 36 Threaded Flanges. 37 6. NSF International (NSF): 38 a. 61, Drinking Water System Components — Health Effects. 39 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. 40 (MSS): 41 a. SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping Valves. 42 1.4 ADMINISTRATIVE REQUIREMENTS 43 A. Pre -installation Meetings CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised February 6, 2013 33 12 25 - 4 CONNECTION TO EXISTING WATER MAINS Page 4 of 8 1 1. Required for any connections to an existing, pressurized 16-inch or larger City 2 water distribution system main that requires a shutdown of some part of the water 3 system 4 2. May also be required for connections that involve shutting water service off to 5 certain critical businesses 6 3. Schedule a pre -installation meeting a minimum of 3 weeks prior to proposed time 7 for the work to occur. 8 4. The meeting shall include the Contractor, City Inspector and City Valve Crew. 9 5. Review work procedures as submitted and any adjustments made for current field 10 conditions. 11 6. Verify that all valves and plugs to be used have adequate thrust restraint or 12 blocking. 13 7. Schedule a test shutdown with the City. 14 8. Schedule the date for the connection to the existing system. 15 B. Scheduling 16 1. Schedule work to make all connections to existing 16-inch and larger mains: 17 a. During the period from November through April, unless otherwise approved by 18 the City 19 b. During normal business hours from Monday through Friday, unless otherwise 20 approved by the City 21 2. Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior to 22 planned disruption to the existing water system. 23 a. In the event that other water system activities do not allow the existing main to 24 be dewatered at the requested time, schedule work to allow the connection at an 25 alternate time acceptable to the City. 26 1) If water main cannot be taken out of service at the originally requested 27 time, coordination will be required with the City to discuss rescheduling 28 and compensation for mobilization. 29 2) No additional payment will be provided if the schedule was altered at the 30 Contractor's request. 31 1.5 SUBMITTALS 32 A. Submittals shall be in accordance with Section 01 33 00. 33 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 34 specials. 35 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 36 A. Product Data, if applicable 37 1. Tapping Sleeve noting the pressure rating and coating system supplied including: 38 a. Dimensions, weights, material list, and detailed drawings 39 b. Maximum torque recommended by the manufacturer for the valve by size 40 B. Submittals 41 1. Provide a detailed sequence of work for 16-inch, or larger, connections if required 42 by City that includes: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised February 6, 2013 331225-5 CONNECTION TO EXISTING WATER MAINS Page 5 of 8 1 a. Results of exploratory excavation 2 b. Dewatering 3 c. Procedure for connecting to the existing water main 4 d. Time period for completing work from when the water is shut down to when 5 the main is back in service 6 e. Testing and repressurization procedures 7 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe 8 must be certified and provide Welding Certificates, upon request, in accordance 9 with AWWA C200. 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING 14 A. Storage and Handling Requirements 15 1. Protect parts so that no damage or deterioration occurs during a prolonged delay 16 from the time of shipment until installation is completed. 17 2. Protect all equipment and parts against any damage during a prolonged period at the 18 site. 19 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly 20 built and securely bolted thereto. 21 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 22 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and 23 extremes in temperature. 24 6. Secure and maintain a location to store the material in accordance with Section 01 25 66 00. 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 A. Manufacturer Warranty 29 1. Manufacturer's warranty shall be in accordance with Division 1. 30 PART 2 - PRODUCTS 31 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 32 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 33 A. Manufacturers 34 1. Only the manufacturers as listed by the City's Standard Products List will be 35 considered as shown in Section 01 60 00. 36 a. The manufacturer must comply with this Specification and related Sections. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised February 6, 2013 331225-6 CONNECTION TO EXISTING WATER MAINS 1 2 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. Page 6 of 8 3 B. Description 4 1. Regulatory Requirements 5 a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of 6 this Specification. 7 b. All valve components in contact with potable water shall conform to the 8 requirements of NSF 61. 9 C. Tapping Sleeve Materials 10 1. Body 11 a. Body: Carbon Steel per ASTM A283 Grade C, ASTM A285 Grade C, ASTM 12 A36 Steel or equal 13 b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion 14 applied per AWWA C213. 15 c. All buried tapping sleeves shall be provided with polyethylene encasement in 16 accordance with AWWA/ANSI C105/A21.5. 17 1) Polyethylene encasement shall be in accordance with Section 33 11 10. 18 2. Flange 19 a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME 20 B16.1 Class 125. 21 b. Recessed for tapping valve per MSS SP-60 22 3. Bolts and Nuts 23 a. Flanged Ends 24 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe 25 material. 26 2) Provide bolts and nuts in accordance with Section 33 11 05. 27 4. Gaskets 28 a. Provide gaskets in accordance with Section 33 11 05. 29 5. Test Plug 30 a. 3/4-inch NPT carbon steel with square head and fusion bonded epoxy coating 31 2.3 ACCESSORIES [NOT USED] 32 2.4 SOURCE QUALITY CONTROL [NOT USED] 33 PART 3 - EXECUTION 34 3.1 INSTALLERS [NOT USED] 35 3.2 EXAMINATION 36 A. Verification of Conditions 37 1. Verify by exploratory excavation, if needed, that existing water main is as depicted 38 in the Drawings and that the location is suitable for a connection to the existing 39 water main. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised February 6, 2013 33I225-7 CONNECTION TO EXISTING WATER MAINS Page 7 of 8 1 a. Excavate and backfill trench for the exploratory excavation in accordance with 2 33 05 10. 3 2. Verify that all equipment and materials are available on —site prior to the shutdown 4 of the existing main. 5 3. Pipe lines shall be completed, tested and authorized for connection to the existing 6 system in accordance with Section 33 04 40. 7 3.3 PREPARATION [NOT USED] 8 3.4 INSTALLATION 9 A. General 10 1. Upon disruption of the existing water main, continue work until the connection is 11 complete and the existing water main is back in service. 12 B. Procedure 13 1. Expose the proposed connection point in accordance with Section 33 05 10. 14 2. Dewater the existing water line so the chlorinated water is not unlawfully 15 discharged. 16 3. Maintain the water that may bleed by existing valves or plugs during installation 17 within the work area to a reasonable level. 18 a. Control the water in such a way that it does not interfere with the proper 19 installation of the connection or create a discharge of chlorinated water. 20 4. If any discharge of chlorinated water occurs, discharged water shall be de- 21 chlorinated in accordance with Section 33 04 40 22 5. Cut and remove existing water main in order to make the connection. 23 6. Verify that the existing pipe line is suitable for the proposed connection. 24 7. Place trench foundation and bedding in accordance with 33 05 10. 25 8. In the event that a tapping sleeve and valve is used, the coupon from the existing 26 water main shall be submitted to the City. 27 9. Prevent embedment, backfill, soil, water or other debris form entering the pipeline. 28 10. Establish thrust restraint as provided for in the Drawings. 29 11. Clean and disinfect the pipeline associated with the connection in accordance with 30 Section 33 04 40. 31 12. Place embedment to the top of the pipe zone. 32 13. Request that the City Valve Crew re -pressurize the pipeline. 33 14. Directionally flush the connection in accordance with Section 33 04 40. 34 15. Request that City Valve Crew open all remaining valves. 35 3.5 REPAIR/RESTORATION [NOT USED] 36 3.6 RE -INSTALLATION [NOT USED] 37 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 38 3.8 SYSTEM STARTUP [NOT USED] CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised February 6, 2013 331225-8 CONNECTION TO EXISTING WATER MAINS Page 8 of 8 1 3.9 ADJUSTING [NOT USED] 2 3.10 CLEANING [NOT USED] 3 3.11 CLOSEOUT ACTIVITIES [NOT USED] 4 3.12 PROTECTION [NOT USED] 5 3.13 MAINTENANCE [NOT USED] 6 3.14 ATTACHMENTS [NOT USED] 7 8 9 DATE NAME 12/20/2012 D. Johnson 2/6/2013 D. Townsend END OF SECTION Revision Log SUMMARY OF CHANGE 2.2.C.3 and 4 — Added reference to Section 33 11 05 and removed bolt, nut and gasket material specification 3.4.B.4 Modified to refer to Section 33 04040 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised February 6, 2013 331240-1 FIRE HYDRANTS Page 1 of 7 1 SECTION 33 12 40 2 FIRE HYDRANTS 3 PART 1 - GENERAL 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 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 11 2. Division 1— General Requirements 12 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 13 4. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 14 5. Section 33 11 10 — Ductile Iron Pipe 15 6. Section 33 11 11 — Ductile Iron Fittings 16 7. Section 33 11 14 — Buried Steel Pipe and Fittings 17 8. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement 21 a. Fire Hydrant and Extension 22 1) 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 under "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 d. Adjusting hydrant to the appropriate height 33 e. Painting 34 f. Pavement Removal 35 g. Excavation 36 h. Freight, loading, unloading and handling 37 i. Disposal of excess material 38 j. Furnish, placement and compaction of embedment 39 k. Furnish, placement and compaction of backfill CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331240-2 FIRE HYDRANTS Page 2 of 7 1 2 3 4 1. Blocking, Braces and Rest m. Clean up n. Disinfection o. Testing 5 1.3 REFERENCES 6 A. Definitions 7 1. Base: The lateral connection to the fire hydrant lead; also called a shoe 8 B. Reference Standards 9 1. Reference standards cited in this Specification refer to the current reference 10 standard published at the time of the latest revision date logged at the end of this 11 Specification, unless a date is specifically cited. 12 2. American Water Works Association (AWWA): 13 a. C502, Dry -Barrel Fire Hydrants 14 b. Manual of Water Supply Practices M17 (AWWA Manual M17) — Installation, 15 Field Testing, and Maintenance of Fire Hydrants 16 3. NSF International 17 a. 61, Drinking Water System Components — Health Effects 18 4. National Fire Protection Association (NFPA) 19 a. 1963, Standard for Fire Hose Connections 20 5. Underwriters Laboratories, Inc. (UL) 21 a. 246, Hydrants for Fire -Protection Service 22 23 24 25 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 6. Factory Mutual (FM) a. Class Number 1510, Approval Standard for Fire Hydrant (Dry Barrel Type) for Private Fire Service 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. 28 B. All submittals shall be approved by the City prior to construction. 29 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 30 A. Product Data 31 32 33 34 35 36 37 38 1. c. d. e. f. g• Dry -Barrel Fire Hydrant stating: a. Main valve opening size b. Nozzle arrangement and sizes Operating nut size Operating nut operating direction Working pressure rating Component assembly and materials Coatings and Finishes 39 1.7 CLOSEOUT SUBMITTALS [NOT USED] 40 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331240-3 FIRE HYDRANTS Page 3 of 7 1 1.9 QUALITY ASSURANCE 2 A. Qualifications 3 1. Manufacturers 4 a. Dry -Barrel Fire Hydrants shall be the product of 1 manufacturer. 5 1) Change orders, specials and field changes may be provided by a different 6 manufacturer upon City approval. 7 2. Dry -Barrel Fire Hydrants shall be in conformance with AWWA C502, UL 246 and 8 FM 1510. 9 1.10 DELIVERY, STORAGE, AND HANDLING 10 A. Storage and Handling Requirements 11 1. Store and handle in accordance with the guidelines as stated in AWWA C502 and 12 AWWA Manual M17. 13 2. Protect all parts so that no damage or deterioration will occur during a prolonged 14 delay from the time of shipment until installation is completed and the units and 15 equipment are ready for operation. 16 3. Protect all equipment and parts against any damage during a prolonged period at the 17 site. 18 4. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 19 strongly built and securely bolted thereto. 20 5. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 21 6. Prevent plastic and similar brittle items from being directly exposed to sunlight or 22 extremes in temperature. 23 7. Secure and maintain a location to store the material in accordance with Section 01 24 66 00. 25 1.11 FIELD CONDITIONS [NOT USED] 26 1.12 WARRANTY 27 A. Manufacturer Warranty 28 1. Manufacturer's Warranty shall be in accordance with Division 1. 29 PART 2 - PRODUCTS 30 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 31 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 32 A. Manufacturers 33 1. Only the manufacturers as listed on the City's Standard Products List will be 34 considered as shown in Section 01 60 00. 35 a. The manufacturer must comply with this Specification and related Sections. 36 2. Any product that is not listed on the Standard Products List is considered a 37 substitution and shall be submitted in accordance with Section 01 25 00. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331240-4 FIRE HYDRANTS Page 4 of 7 1 3. The Dry -Barrel Fire Hydrant shall be new and the product of a manufacturer 2 regularly engaged in the manufacturing of Dry -Barrel Fire Hydrants having similar 3 service and size. 4 B. Description 5 1. Regulatory Requirements 6 a. Dry -Barrel Fire Hydrant shall meet or exceed the latest revisions of AWWA 7 C502 and shall meet or exceed the requirements of this Specification. 8 b. All Dry -Barrel Fire Hydrant components in contact with potable water shall 9 conform to the requirements of NSF 61. 10 C. Performance / Design Criteria 11 1. Capacities 12 a. Rated working pressure of 250 psi or greater 13 2. Design Criteria 14 a. Operating nut 15 1) Uniformly tapered square nut measuring: 16 a) 1 inch at the base 17 b) 7/8 inch at the top 18 2) Open by turning the operating nut to the right (clockwise) 19 a) Provide operating direction clearly marked with an arrow and the word 20 "OPEN". 21 3) Provide weather shield with operating nut. 22 b. Main Valve 23 1) Minimum 51/4-inch opening 24 2) Compression type 25 a) Opening against pressure 26 b) Closing with pressure 27 c. Nozzles 28 1) `T' shape, 3 nozzle arrangement 29 2) Nozzle sizes, threads and configuration in accordance with NFPA 1963 30 a) Hose nozzles 31 (1) 2 x 21/2-inch (nominal size of connection) 32 (a) 180 degrees apart 33 (b) Thread Designation 2.5-7.5 NH (NFPA 1963) 34 b) Pump nozzle 35 (1) 4-inch (nominal size of connection) 36 (a) Thread Designation 4-4 NH (NFPA 1963) 37 d. Hydrant Barrel Configuration 38 1) Upper barrel 39 2) Breakable flange and stem 40 a) To be installed above ground at the connection to the upper barrel 41 3) Extension barrel (if needed) and lower barrel 42 a) Extension barrel and stem 43 (1) Lengthen in 6-inch increments 44 e. Drain Valve 45 1) Non -corrodible material 46 2) Spring operated drain valves are not allowed. 47 D. Function CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331240-5 FIRE HYDRANTS 1 2 3 1. Drain Valve a. Drain fire hydrant barrels when main valve is closed. E. Materials Page 5 of 7 4 1. Furnish materials in accordance with AWWA C502. 5 2. Dry -Barrel Fire Hydrant Assembly 6 a. Internal parts 7 1) Threads 8 a) Provide operating thread designed to avoid metal such as iron or steel 9 threads against iron or steel parts. 10 2) Stem 11 a) Stem Nuts 12 (1) Provide bronze stem nuts. 13 (a) Grades per AWWA C502 14 b) Where needed, stem shall be grooved and sealed with 0-rings. 15 3. Provide crushed rock for placement around base conforming to Section 33 05 10. 16 F. Finishes 17 1. Primer Materials 18 a. Furnish primer for Dry -Barrel Fire Hydrants in accordance with AWWA C502. 19 2. Finish Materials 20 a. Dry -Barrel Fire Hydrant 21 1) Exterior 22 a) Above grade 23 (1) Furnish exterior coating for above grade Dry -Barrel Fire Hydrant 24 assembly components in accordance with AWWA C502. 25 (2) Coating shall be Flynt Aluminum Paint in Silver. 26 b) Below grade 27 (1) Furnish exterior coating for below grade Dry -Barrel Fire Hydrant 28 assembly components in accordance with AWWA C502. 29 2) Interior 30 a) Interior coating for Dry -Barrel Fire Hydrants assemblies in accordance 31 with AWWA C502 32 2.3 ACCESSORIES 33 A. Polyethylene Encasement 34 1. Provide polyethylene encasement in accordance with Section 33 11 10. 35 B. Embedment 36 1. Provide crushed rock and filter fabric in accordance with Section 33 05 10. 37 2.4 SOURCE QUALITY CONTROL 38 A. Tests and Inspections 39 1. Testing and inspection of Dry -Barrel Fire Hydrants in accordance with AWWA 40 C502. 41 B. Markings 42 1. Provide each Dry -Barrel Fire Hydrant marked in accordance with AWWA C502. CITY OF FORT WORTH 2008 CAPTTOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 33 12 40 - 6 FIRE HYDRANTS Page 6 of 7 1 PART 3 - EXECUTION [NOT USED] 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 INSTALLATION 6 A. General 7 1. Install in accordance with AWWA Manual of Water Supply Practice M17, 8 manufacturer's recommendations and as shown on the Drawings. 9 2. Provide vertical installation with braces, rest and blocking in accordance with City 10 Standard Details. 11 3. Excavate and backfill trenches in accordance with 33 05 10. 12 4. Embed Dry -Barrel Fire Hydrant assemblies in accordance with 33 05 10. 13 a. At the location of the weep holes, wrap barrel with polyethylene encasement 14 and crushed rock with filter fabric to prevent dirt and debris from entering the 15 fire hydrant. 16 5. Polyethylene encasement installation shall be in accordance with the applicable 17 portion of Section 33 11 10. 18 6. Install concrete blocking and rest in accordance with Section 03 30 00 as indicated 19 in the Drawings. 20 7. A minimum 1/3 cubic yard of crushed rock shall be placed around the base, in 21 accordance with AWWA Manual of Water Supply Practice M17, to allow drain 22 outlets to operate. 23 a. The crushed rock should extend 6 inches above the drain outlets and a 24 minimum of 1 foot on all sides of the fire hydrant base. 25 8. Fire hydrant lead line shall be installed with a maximum cover of 7 feet. 26 a. Cover is measured from the invert at the fire hydrant base, vertical to ground 27 elevation. 28 b. Fittings may be used along fire lead line to ensure minimum and maximum 29 cover requirements are met. 30 3.5 REPAIR / RESTORATION [NOT USED] 31 3.6 RE -INSTALLATION [NOT USED] 32 3.7 FIELD CONTROL 33 A. Field Inspections 34 1. The Dry -Barrel Fire Hydrant and assembly shall perform as intended with no 35 deformation, leaking or damage of any kind for the pressure ranges indicated. 36 2. City inspector will issue final inspection notice to City staff. 37 3. City Field Operations Staff and Fire Department Staff shall have the opportunity to 38 inspect and operate the hydrant, to ensure that the fire hydrant was installed in 39 accordance with AWWA Manual of Water Supply Practice M17. This includes but 40 is not limited to: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 331240-7 FIRE HYDRANTS Page 7 of 7 1 a. Operation of Nozzles and operating nut are not obstructed. 2 b. Drain valve is not obstructed or plugged 3 4. Keep fire hydrant wrapped or covered to identify that it is out of service until the 4 water line it's connected to is put in service. 5 B. Non -Conforming Work 6 1. If access and operation of the Dry -Barrel Fire Hydrant or its appurtenances do not 7 meet the criteria of the AWWA Manual of Water Supply Practice M17, the 8 Contractor will remedy the situation criteria, at the Contractor's expense. 9 3.8 SYSTEM STARTUP [NOT USED] 10 3.9 ADJUSTING [NOT USED] 11 3.10 CLEANING [NOT USED] 12 3.11 CLOSEOUT ACTIVITIES [NOT USED] 13 3.12 PROTECTION [NOT USED] 14 3.13 MAINTENANCE 15 3.14 ATTACHMENTS 16 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE 2.2.F.2.a.1).a).(2) Added paint manufacturer specification 12/20/2012 D. Johnson 2.2.C.2.c Revised pumper nozzle nominal diameter and added NFPA 1963 Thread Designations CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 SIDEWALK HORIZONTAL THRUST BLOCKING PER 33 11 00-0130 / MJ CONNECTION WITH ANCHOR TEE OR ANCHOR COUPLING FOR DUCTILE IRON OR PVC PIPE WATER MAIN WATER MAIN HORIZONTAL BLOCKING PER 33 11 00—D130 770 .'fii// 6" FIRE HYDRANT/: LEAD LINE (PVC;/ OR DIP) /.//. / ^� RETAINER GLAND — BACKFILL SAME AS WATER MAIN PER SECTION 33 05 10 PAVEMENT OR OTHER SURFACE WATER MAIN MJ ANCHOR TEE OR MJ ANCHOR COUPLING 6" MJ GATE VALVE PER 33 12 20—D126 NOTE: 1. DO NOT LOCATE FIRE HYDRANT IN SIDEWALK. 2. PROVIDE FOUR (4) FOOT CLEARANCE AROUND FIRE HYDRANT. 3. EXTENSION SECTIONS MAY BE USED AS REQUIRED AND INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. 4. FOR CONCRETE PRESSURE PIPE OR BURIED STEEL PIPE, PROVIDE AN ISOLATION KIT AND WAX PETROLATUM TAPE COATING PER SECTION 33 04 10 AND FLxMJ GATE VALVE. FORT WORT STANDARD FIRE HYDRANT (STRAIGHT) PAVEMENT OR OTHER SURFACE PLAN VIEW EXISTING OR PROPOSED CURB EXISTING OR PROPOSED CURB y W —18" MIN. HORIZONTAL THRUST FIRE BLOCKING PER HYDRANT 33 11 00—D130 2'-6" FROM BACK OF CURB (MAX. 9') 2" MIN. r6" MAX. T1s 6" FIRE HYDRANT LEAD LINE (PVC OR DIP) SAND EMBEDMENT PER SECTION 33 05 10 RETAINER GLAND ELEVATION VIEW SET FIRE HYDRANT PLUMB BREAKER RING W/BREAKER STEM 3'-6" MIN. — 7'-0" MAX. MINIMUM 0.3 C.Y. CRUSHED ROCK PROPORTIONALLY AROUND BASE. DO NOT COVER WEEP HOLE. HORIZONTAL BLOCKING PER 33 11 00-0130 CONCRETE REST 12"x12"x6" RETAINER GLAND CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 33 12 40-D120 1 2 33 41 10 - 1 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page I of 13 SECTION 33 41 10 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing reinforced concrete storm drain pipe and culverts, 7 including: 8 a. Pipe or box fittings 9 b. Connection of drain lines to curb inlets 10 c. All joints 11 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 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 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 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 1. Reinforced Concrete Storm Drain Pipe a. b. c. Measurement 1) Measured along the longitudinal centerline of the pipe from the initial beginning point as shown on Drawings to the end of construction as shown on Drawings, excluding inside diameters of any manholes encountered Payment 1) 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 "RCP" installed for: a) Various sizes b) Various classes The price bid shall include: Furnishing and installing the specified diameter pipe and appurtenant fittings 2) Mobilization Pavement removal 1) 3) CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 334110-2 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 2 of 13 1 4) Excavation 2 5) Hauling 3 6) Disposal of excess material 4 7) Furnishing, placement and compaction of embedment 5 8) Furnishing, placement and compaction of backfill 6 9) Gaskets 7 10) Clean-up 8 11) Cleaning 9 12) Jointing 10 13) Connections to all drainage structures 11 2. Reinforced Concrete Storm Drain Culverts 12 a. Measurement 13 1) Measured along the longitudinal centerline of the pipe from the initial 14 beginning point as shown on Drawings to the end of construction as shown 15 on Drawings, excluding inside diameters of any manholes encountered 16 b. Payment 17 1) The work performed and materials furnished in accordance with this Item 18 and measured as provided under "Measurement" will be paid for at the unit 19 price bid per linear foot of "Box Culvert" installed for: 20 a) Various sizes 21 c. The price bid shall include: 22 1) Furnishing and installing the specified diameter pipe and appurtenant 23 fittings 24 2) Mobilization 25 3) Pavement removal 26 4) Excavation 27 5) Hauling 28 6) Disposal of excess material 29 7) Furnishing, placement and compaction of embedment 30 8) Furnishing, placement and compaction of backfill 31 9) Gaskets 32 10) Clean-up 33 11) Cleaning 34 12) Jointing 35 13) Connections to all drainage structures 36 1.3 REFERENCES 37 A. Reference Standards 38 1. Reference standards cited in this Specification refer to the current reference 39 standard published at the time of the latest revision date logged at the end of this 40 Specification, unless a date is specifically cited. 41 2. American Association of State Highway and Transportation Officials (AASHTO): 42 a. T111, Inorganic Matter or Ash in Bituminous Materials. 43 3. ASTM International (ASTM): 44 a. A185, Standard Specification for Steel Welded Wire Reinforcement, Plain, for 45 Concrete. 46 b. A497, Standard Specification for Steel Welded Wire Reinforcement, 47 Deformed, for Concrete. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 3341 10-3 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 3 of 13 1 c. C76, Standard Specification for Reinforced Concrete Culvert, Storm Drain, and 2 Sewer Pipe. 3 d. C361, Standard Specification for Reinforced Concrete Low -Head Pressure 4 Pipe. 5 e. C443, Standard Specification for Joints for Concrete Pipe and Manholes, Using 6 Rubber Gaskets. 7 f. C497, Standard Test Methods for Concrete Pipe, Manhole Sections, or Tile. 8 g. C506, Standard Specification for Reinforced Concrete Arch Culvert, Storm 9 Drain, and Sewer Pipe. 10 h. C507, Standard Specification for Reinforced Concrete Elliptical Culvert, Storm 11 Drain, and Sewer Pipe. 12 i. C990, Standard Specification for Joints for Concrete Pipe, Manholes, and 13 Precast Box Sections Using Preformed Flexible Joint Sealants. 14 j. C1433, Standard Specification for Precast Reinforced Concrete Monolithic Box 15 Sections for Culverts, Storm Drains, and Sewers. 16 k. D4, Standard Test Method for Bitumen Content. 17 1. D6, Standard Test Method for Loss on Heating of Oil and Asphaltic 18 Compounds. 19 m. D36, Standard Test Method for Softening Point of Bitumen (Ring -and -Ball 20 Apparatus). 21 n. D71, Standard Test Method for Relative Density of Solid Pitch and Asphalt 22 (Displacement Method). 23 o. D92, Standard Test Method for Flash and Fire Points by Cleveland Open Cup 24 Tester. 25 p. D113, Standard Test Method for Ductility of Bituminous Materials. 26 q. D217, Standard Test Methods for Cone Penetration of Lubricating Grease. 27 4. TxDOT Test Procedures (Tex): 28 a. Tex-704-I, Making, Curing, and Testing Compression Test Specimens for 29 Precast Concrete 30 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 31 1.5 SUBMITTALS 32 A. Submittals shall be in accordance with Section 01 33 00. 33 B. All submittals shall be approved by the City prior to delivery. 34 1.6 ACTION SUBMITTALS/INFORMATION SUBMITTALS 35 A. Certificates 36 1. Furnish manufacturer's certificate of compliance that their product meets the 37 physical testing requirements of this Specification for the materials referenced 38 including, but not limited to: 39 a. Reinforced concrete pipe 40 b. Concrete box culvert 41 c. Jointing materials CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 41 10 - 4 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 4 of 13 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 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 PART 2 - PRODUCTS 15 2.1 OWNER -FURNISHED [OR] 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 batching 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 1) 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. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 201 1 3341 10-5 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 5 of 13 1 5) Mix concrete in a central batch plant or other approved batching 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 A185 6 or ASTM A497. 7 3. Jointing Materials 8 a. Use any of the materials described in this Section for the making of joints. 9 1) Furnish a manufacturer's certificate of compliance for all jointing materials. 10 2) Cold Applied Preformed Plastic Gaskets/Flexible Joint Sealants 11 a) Provide flexible joint sealants that meet the requirements of 12 ASTM C990. 13 b) Utilize 1 continuous gasket conforming to the joint shape for each joint. 14 c) Plastic gasket shall be produced from blends of refined hydrocarbon 15 resins and plasticizing compounds reinforced with inert mineral filler 16 and shall contain no solvents, irritating fumes or obnoxious odors. 17 d) Use flexible joint sealants that do not depend on oxidizing, evaporating 18 or chemical action for its adhesive or cohesive strength. 19 e) Supply in extruded rope form of suitable cross section and size as to fill 20 the joint space when the pipes are joined. 21 f) Provide a size of the pre -formed flexible joint sealant in accordance 22 with the manufacturer's recommendations and large enough to properly 23 seal the joint and obtain the squeeze out as described under 24 construction methods. 25 g) The gasket joint sealer shall be protected by a suitable removable 2- 26 piece wrapper, and the 2-piece wrapper shall be so designed that 1/2 may 27 be removed longitudinally without disturbing the other 1/2 to facilitate 28 application as noted below. 29 h) The chemical composition of the gasket joint sealing compound as 30 shipped shall meet the requirements of Table 1 when tested in 31 accordance with the test methods shown. 32 33 Table 1. Sealing Compound Chemical Composition Composition Test Method Percent by Weight Bitumen ASTM D4 Bitumen Content 50-70 Ash -Inert Mineral Matter AASHTO T 111 30-50 Volatile Matter at 325 degrees F ASTM D6 Loss on Heating of 2.0 Max Oil and Asphaltic Compounds 34 35 i) Gasket joint sealing compound when immersed for 30 days at ambient 36 room temperature separately in 5 percent solution of caustic potash, a 37 mixture of 5 percent hydrochloric acid, a 5 percent solution of sulfuric 38 acid and a saturated hydrogen sulfide (H2S) solution shall show no 39 visible deterioration. 40 j) The physical properties of the gasket joint sealing compound as 41 shipped shall meet the requirements in Table 2 when tested in 42 accordance with the test methods shown. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 1 2 3 4 5 334110-6 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 6 of 13 Table 2. Sealing Compound Physical Properties Property Specific Gravity at 77 degrees F Ductility at 77 degrees F Softening Point at 77 degrees F Penetration 32 degrees F (300-gms) 60-seconds 77 degrees F (150-gms) 5-seconds 115 degrees F (150-gms) 5-seconds Flash Point C.O.C. Fire Point C.O.0 Test Method ASTM D71 ASTM D113 ASTM D36 ASTM D217 ASTM D92 Typical Analysis 1.20 to 1.35 5.0 centimeters minimum 320 degrees F minimum 75 minimum 50 to 120 150 max 600 degrees F 625 degrees F 3) Rubber Gaskets a) Provide gaskets that conform to ASTM C361 or ASTM C443. b) Meet the requirements of ASTM C443 for design of the joints and permissible variations in dimensions. 6 B. Design Criteria 7 1. 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 1) Manufacture pipes larger than 60-inch diameter by using 2 lines of circular 13 reinforcement. 14 2) For Class III pipes larger than 60-inch diameter, manufacturer may, at its 15 option, furnish pipe manufactured with either Wall "B" or Wall "C" 16 minimum 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 28 29 30 31 32 33 34 1. Reinforced Concrete Pipe a. Acceptance of pipe will be determined by the results of the following tests: 1) Material tests required in ASTM C76, ASTM C506 or ASTM C507. 2) Absorption tests in accordance with ASTM C497. 3) 3-edge bearing tests in accordance with ASTM C497. a) Testing Rate (1) If tested for 0.01-inch crack only: (a) Test 0.8 percent of pipe sections for each size included in order CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 334110-7 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 7 of 13 1 (2) If tested for 0.01-inch crack and ultimate load: 2 (a) Test 0.2 percent of pipe sections for each size included in order 3 b) Pipes that have been tested only to the formation of a 0.01 inch crack 4 and that meet the 0.01 inch test load requirements shall be accepted for 5 use. 6 c) Failed Pipe 7 (1) Test 2 consecutive joints in the same mix series if a specimen fails 8 to meet test requirements. 9 (2) Entire pipe series will be rejected if 1 of the consecutive joints fails 10 to meet test requirements. 11 d) Pipes larger than 1 inch in diameter may be accepted on the basis of 12 material tests and inspection of completed product as an alternate to 3- 13 edge bearing test, at the option of the manufacturer. 14 (1) Acceptance of pipe will be determined by the results of the material 15 tests as required in ASTM C76, ASTM C506 or ASTM C507. 16 (a) Perform crushing tests on cores taken from barrel of completed 17 and cured pipe. 18 (b) Perform absorption tests on samples from pipe wall. 19 (c) Inspect finished pipe including amount and placement of 20 reinforcement. 21 (2) Manufacturer will furnish facilities and personnel for taking core 22 samples from pipe barrel and for determining compressive strength 23 of samples. 24 (3) Manufacturer will plug and seal core holes if samples meet strength 25 requirements. 26 (a) Plug and seal sections in a manner that the pipe section will 27 meet all test requirements of ASTM C76, ASTM C506 or 28 ASTM C507. 29 (b) Pipe sections plugged and sealed as described above will be 30 accepted for use. 31 4) Inspect the finished pipe to determine its conformance with the required 32 design. 33 2. Cast -in -Place Concrete Box Culvert 34 a. Provide test specimens that meet the requirements of Division 03. 35 3. Precast Box Culvert 36 a. Make test specimens in test cylinders at the same time and in the same manner 37 as the box sections they represent. 38 b. Make a minimum of 4 test cylinders for each day's production run and each 39 mix design. 40 c. Cure test cylinders in the same manner and for the same times as the boxes they 41 represent. 42 d. Test the specimens in accordance with Tex-704-I. 43 B. Sizes and Permissible Variations 44 1. Reinforced Concrete Pipe 45 a. Ensure that variations in diameter, size, shape, wall thickness, reinforcement, 46 placement of reinforcement, laying length and the permissible under run of 47 length are in accordance with the applicable ASTM Specification for each type 48 of pipe as referred to previously. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 41 10 - 8 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 8 of 13 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 1. 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 1. 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 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 201 I 334110-9 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 9 of 13 1 a. Clearly mark the following information on each section of pipe: 2 1) Class of pipe 3 2) ASTM designation 4 3) Date of manufacture 5 4) Identification of plant 6 5) Name or trademark of the manufacturer 7 6) Pipe to be used for jacking and boring 8 b. For pipe with elliptical reinforcement, in addition to above, clearly mark 1 end 9 of each section during the process of manufacture or immediately after with the 10 following: 11 1) The location of the top or bottom of the pipe as it should be installed, 12 unless the external shape of the pipe is such that the correct position of the 13 top and bottom is obvious 14 2) Mark the pipe section by indenting or painting with waterproof paint. 15 2. Cast -in -Place or Precast Box Culvert 16 a. Mark precast boxes with the following: 17 1) Name or trademark of the producer 18 2) Date of manufacture 19 3) Box size 20 4) Minimum and maximum fill heights 21 b. For boxes without lifting holes, mark 1 end of each box section on the inside 22 and outside walls to indicate the top or bottom as it will be installed. 23 c. Indent markings into the box section or paint them on each box with waterproof 24 paint. 25 F. Pipe/Box Rejection 26 1. Individual sections of pipe/box may be rejected if any of the Specification 27 requirements are not met or if any of the following exist: 28 a. Fractures or cracks passing through the shell, with the exception of a single end 29 crack that does not exceed the depth of the joint 30 b. Defects that indicate imperfect proportioning, mixing and molding 31 c. Surface defects indicating honeycombed or open texture 32 d. Damaged ends which would prevent making a satisfactory joint 33 e. Any continuous crack having a surface width of 0.01 inch or more and 34 extending for a length of 12 inch or more 35 2. Mark rejected pipe/box with painted "REJECTED". 36 3. Remove rejected pipe/box immediately from job site and replace with pipe/box 37 meeting the requirements of this Specification. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 3341 10 - 10 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 10 of 13 1 PART 3 - 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. General 7 1. Conform to the requirements of Section 33 05 10 for excavation and embedment for 8 open -cut type installation. 9 2. Conform to the requirements of Section 33 05 23 when jacking, boring or tunneling 10 methods are specified on Drawings. 11 3. Establish and maintain lines and grades. 12 B. Pipe/Box Laying — Trench Installation 13 1. Ensure that pipe/box and fittings are laid and jointed in firm trench bottom 14 conditions. 15 2. Start laying pipe/box on the bedding at the outlet or downstream end with the spigot 16 or tongue end of the pipe joint pointing downstream, and proceed toward the inlet 17 or upstream end with the abutting sections properly matched, true to the established 18 lines and grades. 19 3. Provide appropriate facilities for hoisting and lowering the sections of pipe/box 20 according to manufacturer's recommendation. 21 4. Lift and lower sections of pipe/box into trench without damaging pipe or disturbing 22 the prepared bedding or sides of trench. 23 5. Carefully clean pipe/box ends before pipe is placed in trench. 24 6. Protect pipe/box open end to prevent entrance of earth or bedding material as each 25 length of pipe/box is laid. 26 7. Fit, match and lay pipe/box to form a smooth, uniform conduit. 27 8. When elliptical pipe with circular reinforcing or circular pipe with elliptical 28 reinforcing is used, lay the pipe in trench so that the markings for top or bottom are 29 not more than 5 degrees from the vertical plane through the longitudinal axis of the 30 pipe 31 9. Remove and re -lay, without extra compensation, pipe/box that is not in alignment 32 or that shows excessive settlement after laying. 33 C. Multiple Barrel Box Culvert Placement 34 1. Fill the annular space between multiple boxes with crushed rock or CLSM 35 according to 03 34 13. 36 a. Water jetting will not be allowed between parallel boxes. 37 2. Start the laying of boxes on the bedding at the outlet end and proceed toward the 38 inlet end with the abutting sections properly matched. 39 3. Fit, match and lay boxes to form a smooth, uniform conduit true to the established 40 lines and grades. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 33 41 10 - 11 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 11 of 13 1 D. Jointing 2 1. Cold Applied Preformed Plastic Gaskets/Flexible Joint Sealants 3 a. Brush -apply a suitable primer, recommended by the manufacturer of the gasket 4 joint sealer, to tongue and groove joint surfaces and end surfaces. 5 1) Ensure that surface to be primed is clean and dry when primer is applied. 6 2) Ensure that primer is not applied over mud, sand, dirt or sharp cement 7 protrusions. 8 3) Allow primer to dry and harden. 9 b. Attach plastic gasket sealer around tapered tongue or tapered groove near the 10 pipe joint hub or shoulder, before laying pipe in trench. 11 c. Remove paper wrapper from 1 side only of the 2-piece wrapper on gasket and 12 press it firmly to the clean, dry pipe joint surface. 13 1) Do not remove the outside wrapper until immediately before pushing pipe 14 into its final position. 15 d. Align the tongue correctly with the flare of the groove. 16 e. Remove outside wrapper on the gasket and pull or push pipe home with 17 sufficient force (back hoe shovel, chain hoist, ratchet hoist or winch) to cause 18 evidence of gasket material squeeze -out on inside or outside around complete 19 pipe joint circumference. 20 1) Remove any joint material that pushed out into the interior of pipe. 21 2) Ensure that pipe is pulled home in a straight line with all parts of pipe on 22 line and grade at all times. 23 f. Proceed with backfilling of pipe laid with plastic gasket joints as soon as joint 24 has been inspected and approved by the Engineer or Inspector. 25 1) Take special precautions in placing and compacting backfill to avoid 26 damage to joints. 27 g. When the atmospheric temperature is below 60 degrees F, store pre -formed 28 flexible joint sealants in an area warmed to above 70° degrees F or artificially 29 warmed to this temperature in a manner satisfactory to the Engineer. 30 1) Apply gaskets to pipe joints immediately prior to placing pipe in trench, 31 followed by connection to previously laid pipe. 32 2. Rubber Gaskets 33 a. Make the joint assembly according to the recommendations of the gasket 34 manufacturer. 35 b. When using rubber gaskets, make joints watertight. 36 c. Backfill after the joint has been inspected and approved. 37 E. Backfill 38 1. Conform to the requirements of Section 33 05 10 for backfilling pipe/box trenches. 39 F. Pipe fittings 40 1. Poured Concrete Pipe Collars 41 a. Provide collars for locations shown on Drawings. 42 b. Collar cost is considered subsidiary to bid price for furnishing and installing 43 reinforced concrete pipe. No extra payment will be made for installation of 44 concrete pipe collars shown on the Drawings. 45 2. Shop and Field -Fabricated Wyes, Tees, Crosses and Bends 46 a. Furnish and install shop or field -fabricated wyes, tees, crosses or bends as 47 indicated on Drawings or required by the Engineer. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 3341 10- 12 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 12 of 13 1 b. Shop -fabricate fittings for maximum pipe size less than 24-inches in diameter 2 for the larger pipe. 3 c. Field -fabricate fittings with 24-inch or greater diameter for the larger pipe. 4 d. Field -fabricate fittings for box culverts. 5 e. Take care in fabrication that concrete walls of pipe are broken back only 6 enough to provide the required finished opening. 7 f. Join reinforcing mesh or bars by bending, twisting or spot welding to provide a 8 rigid connection. 9 g. Concrete or mortar (as specified in this segment) shall be wiped over the 10 reinforcing wires connecting the 2 pipe joints, compacted by light blows, 11 shaped to the contour of the pipe barrels, lightly brushed for finish and cured 12 under wet burlap. 13 3. Poured Concrete Pipe Plugs 14 a. Plug pipe ends with a fabricated unit as shown on Drawings, when conduit lines 15 terminate at locations with no connection to drainage structures. 16 b. Concrete pipe plug cost is considered subsidiary to bid price for furnishing and 17 installing reinforced concrete pipe. No extra payment will be made for 18 installation of concrete pipe plugs shown on the Drawings. 19 3.5 REPAIR / RESTORATION [NOT USED] 20 3.6 RE -INSTALLATION [NOT USED] 21 3.7 FIELD [oR] SITE QUALITY CONTROL 22 A. Field Tests and Inspections 23 1. Video Inspection 24 a. Perform post -construction TV inspection of all installed reinforced concrete 25 pipes/boxes conforming to the requirements of Section 33 01 31. 26 2. Ensure that pipes/boxes are installed correctly and are free of significant debris. 27 a. At the City's discretion, replace any pipe/box that is determined to have 28 jointing problems, cracking or significant debris. 29 3.8 SYSTEM STARTUP [NOT USED] 30 3.9 ADJUSTING [NOT USED] 31 3.10 CLEANING [NOT USED] 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 END OF SECTION 37 Revision Log CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 334110-13 REINFORCED CONCRETE STORM DRAIN PIPE/CULVERTS Page 13 of 13 DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 2011 334920-1 CURB AND DROP INLETS Page 1 of 5 1 SECTION 33 49 20 2 CURB AND DROP INLETS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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 1. 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 1) 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 CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 334920-2 CURB AND DROP INLETS Page 2 of 5 1 j. Mortar 2 k. Aluminum and castings 3 1. Frames 4 m. Grates 5 n. Rings and covers 6 o. Clean-up 7 1.3 REFERENCES 8 A. Reference Standards 9 1. Reference standards cited in this Specification refer to the current reference 10 standard published at the time of the latest revision date logged at the end of this 11 Specification, unless a date is specifically cited. 12 2. ASTM International (ASTM): 13 a. C478, Standard Specification for Precast Reinforced Concrete Manhole and 14 Inlet Sections. 15 b. D4101, Standard Specification for Polypropylene Injection and Extrusion 16 Materials. 17 c. C309, Standard Specification for Liquid Membrane -Forming Compounds for 18 Curing Concrete. 19 3. Texas Department of Transportation (TxDOT). 20 a. Departmental Materials Specification (DMS): 21 1) 7340, Qualification Procedure for Multi -Project Fabrication Plants of 22 Precast Concrete Manholes and Inlets. 23 1.4 ADMINISTRATIVE REQUIREMENT [NOT USED] 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 City prior to delivery. 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 28 A. Product Data 29 1. Precast Concrete Inlet 30 2. Pipe connections at inlet walls 31 3. Stubs and stub plugs 32 4. Admixtures 33 5. Concrete Mix Design 34 1.7 CLOSEOUT SUBMITTALS [NOT USED] 35 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 36 1.9 QUALITY ASSURANCE [NOT USED] 37 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 38 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 334920-3 CURB AND DROP INLETS Page 3 of 5 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 5 A. Materials 6 1. Concrete 7 a. Furnish concrete that conforms to the provisions of Section 03 30 00. 8 2. Reinforcing Steel 9 a. Furnish reinforcing steel that conforms to the requirements of Section 03 30 00. 10 3. Mortar 11 a. Furnish mortar per Section 03 80 00. 12 4. Steps 13 a. Provide polypropylene supports and steps conforming to the shape and 14 dimensions shown on the Drawings that meet the requirements of ASTM 15 D4101 and ASTM C478, Section 16, "Steps and Ladders." 16 5. Curing Materials 17 a. Curing materials shall conform to the provisions of Division 3. 18 6. Frames, Grates, Rings and Covers 19 a. Provide frames, grates, rings and covers that conform to dimensions and 20 materials shown on Drawings and Section 33 05 13. 21 b. Ensure that covers and grates fit properly into frames and seat uniformly and 22 solidly. 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL [NOT USED] 25 PART 3 - EXECUTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION [NOT USED] 28 3.3 PREPARATION 29 A. Removal 30 1. Remove all or portions of existing structures in accordance with Section 02 41 13. 31 2. Drill, dowel, and grout in accordance with Section 03 30 00. 32 3.4 INSTALLATION 33 A. Interface with Other Work 34 1. All types of inlets may be built either in 1 stage or in 2 stages, described as Stage I 35 and Stage II. 36 a. Build inlets designed to match the final roadway surface in stages. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 334920-4 CURB AND DROP INLETS Page 4 of 5 1 2. Construct the Stage I portion of inlets as shown on the Drawings or as specified in 2 this Section. 3 a. Furnish and install a temporary cover as approved by the Engineer. 4 3. Construct Stage II after the pavement structure is substantially complete unless 5 otherwise approved by the Engineer. 6 a. For Stage II, construct the remaining wall height and top of inlet and furnish 7 and install any frames, grates, rings and covers, manhole steps, curb beams or 8 collecting basins required. 9 B. Cast -In -Place Inlets 10 1. Construct cast -in -place inlets in accordance with Section 03 30 00. 11 a. Forms will be required for all concrete walls. 12 b. Outside wall forms for cast -in -place concrete may be omitted with the approval 13 of the Engineer if the surrounding material can be trimmed to a smooth vertical 14 face. 15 2. Cast polypropylene steps into the concrete walls when the concrete is placed, or 16 drill and grout steps in place after concrete placement. 17 C. Inlets for Precast Concrete Drain Pipes 18 1. Construct inlets for precast concrete drain pipes as soon as is practicable after storm 19 drain lines into or through the inlet locations are completed. 20 a. Neatly cut all pipes at the inside face of the walls of the inlet and point up with 21 mortar. 22 D. Inlets for Monolithic Drain Pipes 23 1. Construct bases for inlets on monolithic drain pipes either monolithically with the 24 storm drain or after the storm drain is constructed. 25 E. Inverts 26 1. Shape and route floor inverts passing out or through the inlet as shown on the 27 Drawings. 28 2. Shape by adding and shaping mortar or concrete after the base is cast or by placing 29 the required additional material with the base. 30 F. Finishing Complete Inlets 31 1. Complete inlets in accordance with the Drawings. 32 2. Backfill to original ground elevation in accordance with Section 33 05 10. 33 G. Finishing Stage I Construction 34 1. Complete Stage I construction by constructing the walls to the elevations shown on 35 the Drawings and backfilling to required elevations in accordance with Section 33 36 05 10. 37 H. Stage II Construction 38 1. Construct subgrade and base course or concrete pavement construction over Stage I 39 inlet construction, unless otherwise approved by the Engineer. 40 2. Excavate to expose the top of Stage I construction and complete the inlet in 41 accordance with the Drawings and these Specifications, including backfill and 42 cleaning of all debris from the bottom of the manhole or inlet. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 334920-5 CURB AND DROP INLETS 1 2 3 4 5 6 7 8 9 10 3.5 11 3.6 12 3.7 13 3.8 14 3.9 15 16 3.10 17 3.11 18 3.12 19 3.13 20 3.14 21 22 23 I. Form Removal 1. Forms used in the construction of "Inlets" which support in place at least 24 hours after the concrete is placed. 2. Other forms shall remain in place for a minimum time 24 placed, unless otherwise directed by the Engineer. J. Curing 1. Cure all exposed concrete as required in Section 03 30 00 K. Finishing 1. Conform to Section 03 30 00. REPAIR [NOT USED] RE -INSTALLATION [NOT USED] FIELD [oR] SITE QUALITY CONTROL [NOT USED] SYSTEM STARTUP [NOT USED] ADJUSTING A. Refer to Section 33 05 14. CLEANING [NOT USED] CLOSEOUT ACTIVITIES [NOT USED] PROTECTION [NOT USED] MAINTENANCE [NOT USED] ATTACHMENTS [NOT USED] END OF SECTION Revision Log Page 5 of 5 vertical loads will remain hours after concrete is • DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 NOTES TO DESIGNER: FOR INLET DEPTH "D" GREATER THAN 10.-0", DESIGNER IS REQUIRED TO PROVIDE SPECIAL DETAIL. FOR INLET WIDTH "L" GREATER THAN 20'-0", DESIGNER I5 REQUIRED TO PROVIDE SPECIAL DETAIL GUTTER TRANSITION 6" EXPANSION JOINT J4" PREMOLD EXPANSION JOINT MATERIAL GUTTER LINE J CENTER OF 24" DIA. FORMED HOLE NOTES: LOCATION OF RING AND COVER TO BE AT BOTH ENDS OF INLET. FOR 20' INLETS, ADD RING AND COVER ON DOWNSTREAM SIDE OF TRANSVERSE BEAM, UNLESS OTHERWISE DIRECTED BY ENGINEER. FIELD CUT BARS B & C TO CLEAR MANHOLE A Elm"- J¢" PREMOLD EXPANSION JOINT MATERIAL - i ,LENGTH OF OPENING "L" SYMMETRICAL ABOUT CE r LIP OF GUTTER % -_ I � TRANSVERSE BEAM CONSTRUCTION JOINT (SEE SECTION "A" & 'B") FRONT ELEVATION VIEW 4- BARS C (TOP & BOTTOM SLAB) LENGTH OF OPENING "L" r- BARS J nl SYMMETRICAL ABOUT C. PLAN VIEW GUTTER TRANSITION 6"I I I BARS E - TOP SLAB CONTROL POINT I- CURB inI HEIGHT BARS F @ 7 J4" O.G. BARS F ® 7 J0" D.C. BARS B - TOP SLAB ® 7 )5" O.C. BARS G - BOTTOM SLAB @ 7 J4" O.C. BARS D - BARS A @ 7 J4" 0.C. BARS M AND r RARS N 4" TOP VIEW BARS M -OARS N SIDE SECTION -- 2'-0" FROM LIP OF GUTTER FND FCTION TRANSVERSE BEAM DETAIL (FOR 15' AND 20' INLETS) NOTES: 1. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF CITY OF FORT WORTH STANDARD SPECIFICATION 33 49 20, CURB AND DROP INLETS. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 1'c = 3,000 PSI AT 28 DAYS. 3. ALL REINFORCING STEEL SHALL BE GRADE 60. 4. CHAMFER ALL EXPOSED EDGES 34" EXCEPT WHERE OTHER VASE NOTED. 5. ALL REINFORCING STEEL SHALL HAVE MINIMUM 2" COVER TO CENTER OF BAR, UNLESS OTHERWISE NOTED. 6. ALL DIMENSIONS RELATING TO REINFORCING ARE TO CENTER OF BARS. 7. LOCATION OF STRUCTURE AS SHOWN IN PLANS REFERS TO CONTROL POINT AT THE FACE OF CURB AND MID -POINT OF THE INLET, AS SHOWN ON THIS DETAIL. B. FIELD CUT AND BEND BARS AS NECESSARY TO ACCOMMODATE STORM DRAIN PIPE PER TYPICAL MANHOLE / PIPE PENETRATION DETAIL (33 49 10-D415). 9. A SEALED V. EXPANSION JOINT SHALL BE PLACED ALONG ALL VERTICAL FACES ABUTTING CONCRETE PAVEMENT 10. STANDARD INLET DEPTH "D" FOR NEW CONSTRUCTION SHALL BE 4'-0" AT UPPER END, AND 4'-9" AT OUTLET END. OTHER DEPTHS MAY BE USED BASED ON PROJECT SPECIFIC CONDITIONS. MINIMUM 2% FALL SHALL BE USED IN ALL CASES. FORT WORTH CITY OF FORT WORTH, TEXAS STANDARD STORM DRAIN INLET (SHEET 1 OF 2) REVISED: 08-31-2012 33 49 20-D405 24" DIA ACCESS RING AND COVER PER 33 05 13—D009 aQ PERMISSIBLE CONSTRUCTION JOINT NOTE: INLET DEPTH SHALL BE SHOWN ON STORM DRAIN PLAN & PROFILE SHEETS. 2% USUAL ;.j TRANSVERSE BEAM (15' & 20' INLETS ONLY) BARS C TOP SLOPE 1.50 (I(s"/FT) TOWARD CURB BARS B@ 7 NI 0C. BARS C 0 7 )4" 0.C. PLASTIC MANHOLE STEPS AT 12"-12" SPREAD STAGGERED (PER 33 49 10—D414) ONLY FOR "D" > 5'-0" BARS F 0 7 Nz" O.C. BARS C 0 7 ,'11" O.0 BARS M BARS N BACK OF CURB TOP ELEVATION AT CONTROL POINT 4 GUTTER DEPRESSION CURB HEIGHT BARS D PERMISSIBLE CONSTRUCTION JOINT (LIMITS OF STAGE 1 CONSTRUCTION) BARS A 0 7 30 0.C. BARS C 0 7 )4" D.C. PERMISSIBLE CONSTRUCTION JOINT 6" BARS G 0 7 )4" O.C. SECTION A SECTION B_ • NOTE: DIMENSION SHOWN FOR 6" CURB. INCREASE LENGTH BY 1" FOR EACH ADDITIONAL 1" OF CURB HEIGHT. BARS C BARS D 5. BARS A (#4) BARS B (#4) "L" PLUS 5'—B" BARS C & D (#4) BARS E (#4) BARS F (#4) I 2'-4' I BARS J (#4) BARS M (#4) BARS G (#4) BARS N (#4) FORT WORTH CITY OF FORT WORTH, TEXAS STANDARD STORM DRAIN INLET (SHEET 2 OF 2) BARS C SECTION C REVISED: 08-31-2012 33 49 20-D405 Division 34 - Transportation 347113-1 TRAFFIC CONTROL 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 34 71 13 TRAFFIC CONTROL Page 1 of 5 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 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 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 1) 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 1) 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 1) Measurement for this Item shall be per week for the duration of use. 33 b. Payment 34 1) 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 41 4) Return of the Portable Message Sign post -construction CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 201 I 34 71 13 - 2 TRAFFIC CONTROL Page 2 of 5 1 3. Preparation of Traffic Control Plan Details 2 a. Measurement 3 1) Measurement for this Item be per each Traffic Control Detail prepared. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 shall be paid for at the unit price bid per each "Traffic Control Detail" 7 prepared. 8 c. The price bid shall include: 9 1) Preparing the Traffic Control Plan Details 10 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices 11 (TMUTCD) 12 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 13 4) Incorporation of City comments 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 20 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of 21 Transportation, Standard Specifications for Construction and Maintenance of 22 Highways, Streets, and Bridges. 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination 25 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to 26 implementing Traffic Control within 500 feet of a traffic signal. 27 B. Sequencing 28 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 29 approved by the City and design Engineer before implementation. 30 1.5 SUBMITTALS 31 A. Provide the City with a current list of qualified flaggers before beginning flagging 32 activities. Use only flaggers on the qualified list. 33 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 34 Engineering Division, 311 W. 10th Street. The Traffic Control Plan (TCP) for the 35 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. 36 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 37 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 38 Engineer. 39 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 40 Specifications. The Contractor will be responsible for having a licensed Texas 41 Professional Engineer sign and seal the Traffic Control Plan sheets. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 34 71 13 - 3 TRAFFIC CONTROL Page 3 of 5 1 E. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 2 changes to the Traffic Control Plan(s) developed by the Design Engineer. 3 F. Design Engineer will furnish standard details for Traffic Control. 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 12 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 13 2.2 ASSEMBLIES AND MATERIALS 14 A. Description 15 1. Regulatory Requirements 16 a. Provide Traffic Control Devices that conform to details shown on the 17 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control 18 Device List (CWZTCDL). 19 2. Materials 20 a. Traffic Control Devices must meet all reflectivity requirements included in the 21 TMUTCD and TxDOT Specifications — Item 502 at all times during 22 construction. 23 b. Electronic message boards shall be provided in accordance with the TMUTCD. 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3 - EXECUTION 27 3.1 EXAMINATION [NOT USED] 28 3.2 PREPARATION 29 A. Protection of In -Place Conditions 30 1. Protect existing traffic signal equipment. 31 3.3 INSTALLATION 32 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 33 the Drawings and as directed. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 347113-4 TRAFFIC CONTROL Page 4 of 5 1 B. Install Traffic Control Devices straight and plumb. 2 C. Do not make changes to the location of any device or implement any other changes to 3 the Traffic Control Plan without the approval of the Engineer. 4 1. Minor adjustments to meet field constructability and visibility are allowed. 5 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 6 1. Corrective action includes but is not limited to cleaning, replacing, straightening, 7 covering, or removing Devices. 8 2. Maintain the Devices such that they are properly positioned, spaced, and legible, 9 and that retroreflective characteristics meet requirements during darkness and rain. 10 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal 11 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, 12 lights, signs, or other precautionary measures for the protection of persons or property), the 13 Inspector may order such additional precautionary measures be taken to protect persons 14 and property. 15 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by 16 or in conflict with the proposed method of handling traffic or utility adjustments, can be 17 constructed during any phase. 18 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 19 distance of drivers entering the highway from driveways or side streets. 20 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may 21 be erected and mounted on portable supports. 22 1. The support design is subject to the approval of the Engineer. 23 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 24 J. If at any time the existing traffic signals become inoperable as a result of construction 25 operations, the Contractor shall provide portable stop signs with 2 orange flags, as 26 approved by the Engineer, to be used for Traffic Control. 27 K. Flaggers 28 1. Provide a Contractor representative who has been certified as a flagging instructor 29 through courses offered by the Texas Engineering Extension Service, the American 30 Traffic Safety Services Association, the National Safety Council, or other approved 31 organizations. 32 a. Provide the certificate indicating course completion when requested. 33 b. This representative is responsible for training and assuring that all flaggers are 34 qualified to perform flagging duties. 35 2. A qualified flagger must be independently certified by 1 of the organizations listed 36 above or trained by the Contractor's certified flagging instructor. 37 3. Flaggers must be courteous and able to effectively communicate with the public. 38 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals 39 and follow the flagging procedures set forth in the TMUTCD. 40 5. Provide and maintain flaggers at such points and for such periods of time as may be 41 required to provide for the safety and convenience of public travel and Contractor's 42 personnel, and as shown on the Drawings or as directed by the Engineer. 43 a. These flaggers shall be located at each end of the lane closure. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 34 71 13 - 5 TRAFFIC CONTROL Page 5 of 5 1 L. Removal 2 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights 3 and other Traffic Control Devices used for work -zone traffic handling in a timely 4 manner, unless otherwise shown on the Drawings. 5 3.4 REPAIR / RESTORATION [NOT USED] 6 3.5 RE -INSTALLATION [NOT USED] 7 3.6 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 8 3.7 SYSTEM STARTUP [NOT USED] 9 3.8 ADJUSTING [NOT USED] 10 3.9 CLEANING [NOT USED] 11 3.10 CLOSEOUT ACTIVITIES [NOT USED] 12 3.11 PROTECTION [NOT USED] 13 3.12 MAINTENANCE [NOT USED] 14 3.13 ATTACHMENTS [NOT USED] 15 END OF SECTION 16 17 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 2 3 PART 1- GENERAL 4 1.1 SUMMARY 3441 20- 1 ROADWAY ILLUMINATION ASSEMBLIES Page I of 12 SECTION 34 4120 ROADWAY ILLUMINATION ASSEMBLIES 5 A. Section Includes: 6 1. Roadway illumination assemblies 7 2. Roadway illumination foundations 8 3. Removal of roadway illumination assemblies 9 4. Relocation of roadway illumination assemblies 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 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 03 30 00 — Cast -in -Place Concrete 16 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 5. Section 33 05 30 — Location of Existing Utilities 18 6. Section 34 41 10 — Traffic Signals 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 1. Roadway Illumination Assemblies a. b. c. 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) Lamps Measurement 1) Measurement for this Item Assembly installed. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Rdwy Illum Assmbly" installed for: a) Various types The price bid shall include: Furnishing Roadway Illumination Assembly, if required Assembling and installing each Roadway Illumination Assembly Poles Arms Anchor bolts Fixtures Internal electrical conductors Connection and mounting hardware Bases shall be per each Roadway Illumination CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACr 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 34 41 20 - 2 ROADWAY ILLUMINATION ASSEMBLIES Page 2 of 12 1 11) Preparing submittals 2 12) Exploratory excavation (as needed) 3 13) Coordination and notification 4 14) Assembly and transportation of all items 5 15) Excavation, hauling, disposal of excess material 6 16) Protection of the excavation 7 17) Clean-up 8 18) Testing 9 2. Ornamental Illumination Assemblies 10 a. Measurement 11 1) Measurement for this Item shall be per each Ornamental Assembly 12 installed. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item 15 shall be paid for at the unit price bid per each "Ornamental Assmbly" 16 installed for: 17 a) Various types 18 c. The price bid shall include: 19 1) Furnishing Ornamental Illumination Assembly, if required 20 2) Assembling and installing each Ornamental Assembly 21 3) Poles 22 4) Arms 23 5) Anchor bolts 24 6) Fixtures 25 7) Internal electrical conductors 26 8) Connection and mounting hardware 27 9) Bases 28 10) Lamps 29 11) Preparing submittals 30 12) Exploratory excavation (as needed) 31 13) Coordination and notification 32 14) Assembly and transportation of all items 33 15) Excavation, hauling, disposal of excess material 34 16) Protection of the excavation 35 17) Clean-up 36 18) Testing 37 3. Lighting Fixtures 38 a. When a pay item for Illumination Assembly exists: 39 1) Measurement 40 a) This Item is considered subsidiary to Illumination Assembly 41 installation. 42 2) Payment 43 a) The work performed and materials furnished in accordance with this 44 Item are subsidiary to the unit price bid per each "Rdwy Illum 45 Assmbly" or "Ornamental Assmbly" bid, and no other compensation 46 will be allowed. 47 b. When a pay item for Illumination Assembly does not exist: 48 1) Measurement 49 a) Measurement for this Item shall be per each Lighting Fixture installed. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 344120-3 ROADWAY ILLUMINATION ASSEMBLIES Page 3 of 12 1 2) Payment 2 a) The work performed and materials furnished in accordance with this 3 Item shall be paid for at the unit price bid per each "Lighting Fixture" 4 installed for: 5 (1) Various types 6 (2) Various power 7 3) The price bid shall include: 8 a) Furnishing Lighting Fixture, if required 9 b) Assembling Lighting Fixture 10 c) Wiring connections 11 d) Disposal of any unused or replaced materials 12 e) Clean-up 13 4. Roadway Illumination Foundations 14 a. Measurement 15 1) Measurement for this Item shall be per each Roadway Illumination 16 Foundation installed. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 shall be paid for at the unit price bid per each "Rdwy Illum Foundation" 20 installed for: 21 a) Various types 22 c. The price bid shall include: 23 1) Installing each Roadway Illumination Foundation 24 2) Reinforcing steel 25 3) Exploratory excavation (as needed) 26 4) Grounding rods 27 5) Coordination and notification 28 6) Excavation, hauling, disposal of excess material 29 7) Protection of the excavation 30 8) Clean-up 31 9) Testing 32 5. Contact Enclosure 33 a. Measurement 34 1) Measurement for this Item shall be per each Contact Enclosure installed. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 shall be paid for at the unit price bid per each "Contact Enclosure" installed 38 for: 39 a) Various mounting methods 40 c. The price bid shall include: 41 1) Furnishing and installing Contact Enclosure 42 2) Mounting materials 43 3) Clean-up 44 6. Furnishing and Installing Wood Light Pole 45 a. Measurement 46 1) Measurement for this Item shall be per each 40' Wood Light Pole furnished 47 and installed. 48 b. Payment CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 34 41 20 - 4 ROADWAY ILLUMINATION ASSEMBLIES Page 4 of 12 1 1) The work performed and materials furnished in accordance with this Item 2 shall be paid for at the unit price bid per each "Furnish/Install 40' Wood 3 Light Pole". 4 c. The price bid shall include: 5 1) Excavation 6 2) Furnishing and installing each 40' Wood Light Pole 7 3) Furnishing, placement and compaction of backfill 8 4) Clean-up 9 7. Furnishing and Installing Wood Light Pole Arm 10 a. Measurement 11 1) Measurement for this Item shall be per each 8' Wood Light Pole Arm 12 furnished and installed. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item 15 shall be paid for at the unit price bid per each "Furnish/Install 8' Wood 16 Light Pole Arm". 17 c. The price bid shall include: 18 1) Furnishing and installing each 8' Wood Light Pole Arm 19 2) Clean-up 20 8. Aluminum Electrical Conductors 21 a. Measurement 22 1) Measurement for this Item shall be per linear foot of Aluminum Electrical 23 Conductor installed. 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" will be paid for at the unit 27 price bid per linear foot of "Alum Elec Conductor" installed for: 28 a) Various Sizes 29 c. The price bid shall include: 30 1) Furnishing and installing Aluminum Electrical Conductor 31 2) Testing 32 9. Conductor Reconnection 33 a. Measurement 34 1) Measurement for this Item shall be per each conductor reconnected. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 shall be paid for at the unit price bid per each "Reconnect Conductor". 38 c. The price bid shall include: 39 1) Reconnection of conductors using City approved method 40 2) Testing of connection 41 10. Street Light Pole Removal and Salvage 42 a. Measurement 43 1) Measurement for this Item shall be per each Street Light removed and 44 salvaged. 45 b. Payment 46 1) The work performed and materials furnished in accordance with this Item 47 shall be paid for at the unit price bid per each "Salvage Street Light Pole" 48 performed. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 344120-5 ROADWAY ILLUMINATION ASSEMBLIES Page 5 of 12 1 c. The price bid shall include: 2 1) Removal and salvage of Street Light Pole 3 2) Maintain existing street light circuit including new ground box and 4 reconnection of circuits (if required by City) 5 3) Removal of existing street light pole foundation 2' below grade, back fill 6 with like surrounding material 7 4) Delivery of salvaged materials to appropriate location 8 5) Clean-up 9 11. Street Light Pole Relocation 10 a. Measurement 11 1) Measurement for this Item shall be per each Street Light Pole removed and 12 salvaged. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item 15 shall be paid for at the unit price bid per each "Relocate Street Light Pole" 16 performed. 17 c. The price bid shall include: 18 1) Removal and salvage of Street Light Pole 19 2) Delivery of salvaged materials to appropriate location 20 3) Replacement of pole to new location 21 4) Furnishing, placement and compaction of backfill material 22 5) Clean-up 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. National Electric Code (NEC) 29 3. Texas State Law, Article 1426C 30 1.4 ADMINISTRATIVE REQUIREMENTS 31 A. Coordination 32 1. Notify City at (817) 392-7738 a minimum of 7 days before beginning Work on the 33 Project. 34 2. Notify Inspector prior to pouring roadway illumination assembly foundations. 35 3. Coordinate with Traffic Services Inspector for pole types, template dimensions and 36 anchor bolts, and any questions about installing the foundations and conduit. 37 4. For location of City underground street luminaire cable and conduit call (817) 392- 38 7738 or (817) 392-8100. 39 5. Obtain and pay for all permits as required to Work in parkway. 40 B. Preinstallation Meetings 41 1. Attend pre -construction meeting. 42 1.5 SUBMITTALS 43 A. Shop Drawings will be required for each Illumination Assembly and shall include: CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 20t2 34 41 20 - 6 ROADWAY ILLUMINATION ASSEMBLIES Page 6 of 12 1 1. Material Data 2 2. Pole dimensions and data 3 3. Luminaire arm dimensions and data 4 4. Attachment details 5 5. Fixtures 6 6. Base details 7 7. Anchor bolt data 8 8. Wall thickness 9 9. Permissible loading and allowable stress 10 B. Product Data submittals shall be in accordance with Section 01 33 00. 11 C. All submittals shall be approved by the Engineer or the City prior to delivery and/or 12 fabrication for specials. 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 14 A. Product Data Sheets 15 1. Submit product data sheets for roadway illumination assemblies to City for 16 approval prior to ordering materials. 17 1.7 CLOSEOUT SUBMITTALS 18 A. Warranty Documentation 19 1. Provide manufacturer warranty information to the City. 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE [NOT USED] 22 1.10 DELIVERY, STORAGE, AND HANDLING 23 A. Storage and Handling Requirements 24 1. Parts shall be properly protected so that no damage or deterioration occurs during a 25 prolonged delay from the time of shipment until installation. 26 2. Exposed anchor bolts shall be protected until pole shaft is installed. 27 3. Prevent plastic and similar brittle items from being exposed to direct sunlight and 28 extremes in temperature. 29 4. The Contractor shall secure and maintain a location to store the material in 30 accordance with Section 01 50 00. 31 B. Delivery and Acceptance 32 1. Contactor and Inspector shall visually inspect roadway illumination assemblies 33 after removal to determine the condition of the hardware. 34 2. Contractor shall protect all salvable material during transport to City specified 35 storage facility. 36 3. Delivered material must be in the salve condition after removal, as agreed upon by 37 Contractor and Inspector after removal. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 344120-7 ROADWAY ILLUMINATION ASSEMBLIES Page 7 of 12 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY 3 A. Manufacturer Warranty 4 1. Manufacturer's warranty shall be in accordance with Division 1. 5 PART 2 - PRODUCTS 6 2.1 PRODUCTS TO BE PURCHASED FROM THE CITY 7 A. Refer to Drawings and Contract Documents to determine if any Items are to be 8 purchased from the City and installed by the Contractor. 9 B. Items eligible for purchase from the City include: 10 1. Roadway Illumination poles 11 2. Contactors 12 2.2 ASSEMBLIES, 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. Description 20 1. Regulatory Requirements 21 a. All Work related to the installation of roadway illumination assemblies shall be 22 in compliance with the National Electric Code (NEC). 23 2. Roadway Illumination Assemblies 24 a. Poles, arms, light fixtures and lamps shall conform to City Standard Details. 25 b. Ornamental Assemblies 26 1) Refer to Drawings for ornamental pole specifications. 27 c. Lighting Fixtures 28 1) Refer to Drawings for lighting fixture specifications. 29 d. Foundations 30 1) Concrete shall conform to Section 03 30 00. 31 e. Wood Light Poles 32 1) Wood Poles for electrical service shall be ANSI Class 5 treated timber. 33 a) For other applications, Class 2 treated timber is allowed. 34 2) All treated wood poles shall be free from pith holes. 35 a) Trimmed scars are allowable up to a depth of 2-inches in poles up to 10 36 inches in diameter. 37 b) Scars 1/5 of the pole diameter at the scar location will be allowable for 38 wood poles larger than 10-inches. 39 3) Wood poles shall not deviate from straight more than 1 inch in 10 feet of 40 length. 41 a) Only a single sweep shall be permitted. CITY OF FORT WORTH 2008 CAPITOL ID'IPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 34 41 20 - 8 ROADWAY ILLUMINATION ASSEMBLIES Page 8 of 12 1 b) A straight line adjoining the midpoint of the pole at the butt with the 2 midpoint of the pole at the top shall not at any intermediate pass 3 through the external surface of the pole. 4 c) Only a single twist of spiral grain will be permitted. 5 4) Butt slivering due to felling shall be permitted if the distance from the 6 outside circumference is not less than 1/a inch and the height is not more 7 than 1 foot. 8 5) Timber shall be treated for preservation in accordance with AWPA C4 9 pressure treatment methods. 10 a) The poles shall have the minimum net retention of preservative 11 treatment shown in the following table: Minimum Retention Treatment (pounds per cubic foot) Creosote 9.0 Pentachlorophenol 0.45 ACA/CCA 0.6 12 6) Pole Markings 13 7) All markings shall be in accordance with the following table: 14 a) The bottom brand shall be placed squarely on the face of each pole 10 15 feet from the butt. 16 17 18 19 20 21 22 23 24 25 Marking Description of Marking PTC Supplier's code or trademark (ie. Pole Treating Company) F-01 Plant location and year of treatment (ie. Forestville, 2001) SPC Species and preservative code (ie. southern pine, creosote) 5-35 Class -length (ie. Class 5, 35-foot pole) 8) A treatment certification will be required with each shipment of treated timber poles including: a) Name of treatment company b) Location of treatment plant c) Applicable product standard (AWPA C4) d) Charge number e) Date of treatment f) Contents of charges (poles) g) Preservative treatment h) Measured preservative retention values 26 f. Wood Light Pole Arms 27 1) Refer to City Standard Detail Drawings for light pole arm specifications. 28 g. Aluminum Electrical Conductors 29 1) Refer to Drawings for conductor sizes 30 2) Use stranded insulated conductors that are rated for 600 volts 31 3) Approved for wet locations 32 4) Marked in accordance with UL, NEC, and CSA requirements 33 3. Roadway illumination pole foundations 34 a. Foundations shall be Class C (3000 PSI) concrete. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 344120-9 ROADWAY ILLUMINATION ASSEMBLIES Page 9 of 12 1 1) Refer to Section 03 30 00. 2 b. Foundation shall be 24 or 30 inches in diameter unless shown otherwise in the 3 Drawings. 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL 6 A. Tests and Inspections 7 1. Notify the Traffic Services Division Inspector 24 hours in advance (between 8:00 8 am and 5:00 pm) of all concrete pours at (817) 392-7738. 9 a. Inspector must be present when concrete is placed on the Project Site. 10 PART 3 - EXECUTION 11 3.1 EXAMINATION 12 A. Verification of Conditions 13 1. Contractor shall verify by exploratory excavation, if needed, that existing 14 underground utilities are not in conflict with proposed foundations. 15 a. All exploratory excavation shall conform to Section 33 05 30. 16 2. Contractor shall contact the following entities at least 48 hours in advance of 17 excavation: 18 a. DIG TESS 19 b. City of Fort Worth Water Department 20 c. City of Fort Worth T/PW Department 21 3. No additional payment will be made for relocation of any foundations or conduit 22 due to location of existing utilities. 23 4. The Engineer may shift an assembly's location, if necessary, to avoid conflict with 24 utilities. 25 3.2 PREPARATION 26 A. Protection of In -Place Conditions 27 1. Contractor shall be responsible for the following at no additional cost to the City: 28 a. Prevent any property damage to property owner's poles, fences, shrubs, 29 mailboxes, etc. Any damaged property will be restored as directed by 30 Engineer. 31 b. Adjust and repair any existing landscaping and the sprinkler systems as directed 32 by the Engineer to allow for the placement of all roadway illumination 33 equipment. This shall be done in a manner equal to or better than the areas 34 adjacent to the damaged areas. 35 c. Provide access to all driveways during construction, unless authorized by the 36 inspector. 37 d. Protect all underground and overhead utilities and repair any damages. 38 3.3 INSTALLATION 39 A. Foundations CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 344120- 10 ROADWAY ILLUMINATION ASSEMBLIES Page 10 of 12 1 1. Dimensions shown on Drawings for locations of street light foundations, conduit 2 and other items may be varied to meet local conditions; subject to approval of 3 Engineer. 4 2. Foundation piers shall be drilled plumb. 5 3. The top of foundation shall be poured level. 6 4. The top 3 inches of the exposed pier (height) above finished grade shall have the 7 sonotube removed. 8 5. Anchor bolts shall extend above the top of the foundation concrete as shown on 9 Anchor Bolt Detail. 10 6. Anchor bolts, ground rod, reinforcing, and conduit shall be in place before pouring 11 concrete in pier foundations. 12 7. Pier foundations shall have 1 continuous concrete pour. 13 8. Foundations shall have a chamfered edge (beveled) at the top. 14 9. Top of foundation shall be 3 inches above the finished grade unless shown different 15 on Drawings. 16 10. Foundations in medians shall be placed in the center of the median between the 2 17 curbs. 18 11. Foundations shall not be drilled within 3 feet of a water line or fire hydrant. 19 12. In residential areas foundations shall be placed in the street right of way (R.O.W.) 20 in line with the property line between lots and at the break of the radius point of the 21 street curb at street intersections. 22 13. Foundations shall not be placed in sidewalks (or location of future sidewalks) or 23 sidewalk ramps. 24 14. No street light poles shall be placed on foundations prior to 7 days following 25 pouring of concrete. 26 B. Roadway Illumination Assemblies 27 1. Roadway Illumination Assemblies 28 a. Use established industry and utility safety practices when installing poles 29 located near overhead or underground utilities. Consult with the appropriate 30 utility company before beginning work. 31 b. Prevent scarring or marring of poles, mast arm, and fixtures. 32 c. Stake, install, and align each assembly as shown on the plans. 33 d. Do not use screw -in type foundations. 34 e. Install anchor bolts and coat anchor bolt threads. 35 f. Erect structures after foundation has attained its design strength as required in 36 Section 03 30 00. 37 g. Tighten anchor bolts for poles with shoe bases. 38 h. Do not place grout between base plate and foundation. 39 i. Test installed roadway illumination assembly with City inspector present. 40 2. Wood Light Pole 41 a. All light pole installations should be coordinated with all appropriate utility 42 companies prior to Work beginning. 43 b. Drill holes for setting poles shall be a minimum of 1.5 diameters of the pole 44 butt. 45 c. Poles shall be set plumb, unless otherwise specified on the Drawings. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 344120- 11 ROADWAY ILLUMINATION ASSEMBLIES Page 11 of 12 1 d. Unless otherwise shown in Drawings, poles should be set to the minimum 2 depths shown in the following table: Pole Length Minimum Setting Depth (feet) (feet) < 25 4.5 26-30 5.0 31-35 5.5 36-40 6.0 41-45 6.5 46-50 7.0 3 e. Backfill the hole around the pole thoroughly by tamping 6-inch lifts of backfill 4 material until reaching natural grade. 5 1) Once grade is met, apply a last 6-inch lift in a cone shape around the pole to 6 allow for settling. 7 2) Backfill in accordance to Section 33 05 10. 8 f. Repair and clean-up surrounding area to a condition that is equal to or better 9 than its condition prior to installation. 10 3.4 REPAIR / RESTORATION [NOT USED] 11 3.5 RELOCATION AND REMOVAL 12 A. Relocation 13 1. Disconnect and remove conductors from abandoned circuits. 14 2. Remove abandoned circuit or ducts to a point 6 inches below final grade. 15 3. Reconnect conduit, ducts, conductors to be reused. 16 4. Replace damaged conduit, ducts, and conductors. 17 5. Do not use screw -in type foundations. 18 6. Install existing structures on new foundations. 19 7. Do not place grout between base plate and foundation. 20 8. Furnish and install new internal conductors, fused and unfused connectors, and 21 fixtures. 22 9. Test installed roadway illumination assembly with City inspector present 23 10. Accept ownership of unsalvageable materials and dispose of in accordance with 24 federal, state, and local regulations. 25 B. Removal 26 1. Remove roadway illumination assembly components in accordance with 27 established industry and utility safety practices. 28 2. Remove transformer bases from transformer base poles. 29 3. Remove luminaires and mast arms from the pole shaft. 30 4. Stockpile pole shafts, mast arms, and assembly hardware at a location designated 31 by the City. 32 5. Pole shafts, mast arms, and assembly hardware will remain City property unless 33 otherwise shown on the plans or directed. CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 344120-12 ROADWAY ILLUMINATION ASSEMBLIES Page 12 of 12 1 6. Disconnect and remove conductors from abandoned circuits. 2 7. Remove abandoned conduit and ducts to a point 6 inches below final grade. 3 8. Destroy existing transformer bases to prevent reuse. 4 9. Remove abandoned concrete foundations to a point 2 ft. below final grade. 5 10. Backfill the hole with material that is equal in composition and density to the 6 surrounding area. 7 11. Replace surfacing material with similar material to an equivalent condition. 8 12. Accept ownership of unsalvageable materials and dispose of in accordance with 9 federal, state, and local regulations. 10 3.6 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 11 3.7 SYSTEM STARTUP [NOT USED] 12 3.8 ADJUSTING [NOT USED] 13 3.9 CLEANING 14 A. Contractor shall clean up and remove all loose material resulting from construction 15 operations. 16 3.10 CLOSEOUT ACTIVITIES [NOT USED] 17 3.11 PROTECTION [NOT USED] 18 3.12 MAINTENANCE [NOT USED] 19 3.13 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 22 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised December 20, 2012 BOLT HOLE LENGTH 2 36" O.D. END VARIES 43"-75" TYPE RISE LENGTH 22B 56" 8' 23A 56" 10' 24A 5'6" 12' 25A 56" 15' 25 3' 15' TRUSS TYPE LUMINAIRE SUPPORT ARM SHAFT LENGTH +/- 3' SINGLE PIECE STEEL POLE POLE SHAFT SHAFT DIAMETER TYPE LENGTH GAUGE BOTTOM TOP 11 24.0' 7.0" 3.5" 11 8 27.5' 8.0" 4.22" 11 18 33.5' 8.5" 5.17" 11 18A 46' 10.0" 5.74" 1 11 19 27.5' 11.0" 7.15" 1 7 * PER 34 41 20-D622 4"x B" HANDH OLE WITH 19" TAPPED HOLE FOR GROUND ( r BASE PLATE 4, Q 4 GROUND LINE DRILLED SHAFT FOUNDATION *TYPE 1 ',TYPE 2 *TYPE 3 *TYPE 6 'TYPE 8 96" 8" STRAIGHT SECTION CE BOLT HOLE TYPE 33A ARM SHAFT LENGTH +/- 3' 2 39" 0.1) END 96" 8" STRAIGHT - SECTION TYPE 33B ARM SINGLE MEMBER LUMINAIRE SUPPORT ARM POLE 4"x8" HANOHOLE 7/- WITH pi" TAPPED HOLE FOR GROUND a GROUND LINE SINGLE PIECE STEEL POLE SHAFT EMBEDDED STEEL POLE FOR POLE TYPE N0's 8, 11, 18, 18A & 19 FORT WORTH 4±2 11t 34"x10" GALVANIZED STEEL MACHINE BOLT 96" DOUBLE COIL GALVANIZED STEEL WASHER 2-Y."x'31x" HOLE SQUARE WASHER 72" LAG SCREWS 6 FOOT WOOD POLE MOUNT BRACKET WOOD POLE ARM MOUNTING DETAIL SEE WOOD POLE MOUNTING DETAIL 4 GROUND LINE DOUBLE ARM IF SPECIFIED 30" COBRA HEAD FIXTURE DETAIL NOTE: 1. COBRA HEAD STYLE STREET LUMINAIRE ASSEMBLY AND GLOBE EQUAL TO AMERICA ELECTRIC LUMINAIRE WITH 4 BOLT MOUNTING AND ADVANCE BALLAST PT # 115 10SXHMTIR3DG4B, 115 20SCAMT1R30048, 115 17MCAMT1R3DG4B, OR APPROVED EQUAL. 18' 9' 4"x8" HANDHOLE WITH 19" TAPPED HOLE FOR GROUND 2 36" 0.0. 5' RISE MTG. HGT..J ABOVE AS SPECIFIED HORIZONTAL DOUBLE ARM OR 9' SPAN DAVIT POLES SHALL BE 2 PIECE POLES TYPE NUMBER D25-6 030-6 D40-9 D40-9 D40-9T SINGLE PIECE DAVIT POLE I MOUNTING MINIMUM DRILLED SHAFT GAUGE SHAFT H EFTHT SIZE AT SPAN (MIN.) FOUNDATION BASE TYPE 25 7.5 6' #11 *TYPE 4 30 8.0" 6' #11 "TYPE 2 40 Pf. DAVIT TANDARD 40 9.5" N/A #11 *TYPE 5 N/A N/A 9' #11 N/A D UBLE DAVIT A M N/A I N/A 9' I #11 N/A I • PER 34 41 20-0622 GROUND LINE TIMBER POLE DAVIT POLE CITY OF FORT WORTH, TEXAS STREET LUMINAIRE POLE AND FIXTURE DETAILS REVISED: 08-31-2012 34 41 20-D621 PLAN VIEW (ENLARGED) LINE THROUGH ANCHOR BOLTS DRILLED SHAFT FOUNDATION GROUND CLAMP DIM "CC" CLEARANCE DIA. FOR LOCATION OF CONDUIT GROUND ROD #6 GROUND WIRE 1/2" PVC CONDUIT 2" PVC CONDUIT LEVELING NUT LEAVE GAP UNDER NUT FINISHED GRADE (GRASS) 2" CONDO 58" x 8' COPPER —CLAD STEEL GROUND ROD UNDISTURBED EARTH CONCRETE LOOSE DIRT, WATER. AND DEBRIS TO BE REMOVED PRIOR TO CONC. POUR PLAN FOUNDATION DETAIL SEE ANCHOR BOLT SCHEDULE —TOP OF FOUNDATION MUST BE LEVEL —ANCHOR BOLT 3/4" CHAMFER "L DRILLED SHAFT DIA. • ELEVATION FOUNDATION DETAIL 2UM (OR DIRECTED4" MINIMBY INSPECASTOR) ANCHOR BOLT SCHEDULE BOLT LENGTH HOOK THREAD TYPE DIA. N0. (IN.) (IN.) (IN.) (IN.) 47 1 36 4 6 49 1 1/2" 54 6 9 51 1 1/4" 48 6 9 HEIGHT ABOVE FOUNDATION 4 1/2" 5 1/4" NOTES: 1. IF ROCK IS ENCOUNTERED, THE DRILL SHAFT SHALL EXTEND A MINIMUM OF TWO DIAMETERS INTO SOLID ROCK AND HAVE A MINIMUM OF 6 FEET SHAFT DEPTH FOR END. TYPE 3, 5, 6 AND 8. 2. ANCHOR BOLTS SHALL BE GALVANIZED THE FULL LENGTH. 3. SUPPLY 2 NUTS. 2 WASHERS Sc 1 LOCK WASHER WITH EACH ANCHOR BOLT. 4. REFER TO DECORATIVE POLE DETAIL SHEETS FOR FOUNDATION AND ANCHOR BOLT DETAILS. 5. FLATWORK NEEDS TO BE LEVELED OUT AT LOCATIONS OF POLE FOUNDATIONS. FND. TYPE 2 3 4 5 6 7 8 10 11 12 • FOUNDATION SHALL BE 5" ABOVE HIGH SIDE OF FINISHED GRADE WHEN ON A SLOPE. ANCHOR ROD CONDUIT CURB „c/ 6" PITCH SPIRAL, 2 FLAT TURNS TOP & 1 FLAT TURN BOTTOM. (SEE DESIGN TABLE FOR SIZE & PITCH). RINGS MAY BE USED INSTEAD OF SPIRALS. VERTICAL BARS (SEE DESIGN TABLES FOR SIZE & NUMBER) 12" Zw TOP OF PIER GROUT TO FILL V010 (LEAVE A WEEP HOLE) SIDEWALK CONTINUOUS OVER TOP OF PIER GROUND ROD DRILLED SHAFT DIA. REINFORCING STEEL VERT. SPIRAL BARS & PITCH 24" 4—#5 18"x #3 AT 6" 24" 4—#5 18"x #3 AT 6" 24" 4—#5 18"x #3 AT 6" 24" 4—#5 118"x #3 AT 6" 30" 6—#5 I24"x #3 AT 6" 30" 6—#5 I24"x #3 AT 6" 24" 4—#5 18"x #3 AT 6" 30" 6—#5 24"x #3 AT 6" 30" 6—#5 24"x #3 AT 6" POLE DRILLED SHAFT LENGTH (FEET) 6 6 8 8 5 8 8 FOUNDATION DESIGN TABLE GROUND ROD SIZE ANCHOR BOLT DESIGN ANCHOR ANCHOR BOLT BOLT TOTAL DIA. LENGTH 5/8" x 8' 1 1" 5/8"x 8') 1" 5/8"x8'I 1" 5/8" x 8' 1" 5/8" x 8' ( 1 1/4" 5/8" x 8' 1 1/4" 5/8" x 8' 3/4" 5/8" x 8' 1 1/2" 5/8" x 8' 1 1/4" 40" 40" 40" 40" 54" 54" 24" 60" 54" CONTRACTOR SHALL PLACE A CITY APPROVED PROTECTIVE COATING ON TOP OF THE FOUNDATION TO PROTECT THE ANCHOR BOLTS FROM MOISTURE PAVER BASE REBAR SPIRAL 77-- TYPE 5 FOUNDATION SIDEWALK /PAVER FOUNDATION DETAIL FORT WORTH 47 7 1/16" 1 6 1/2" 47 7 3/4" I 7" 47 8 1/8" 7 1/2" 47 7 7/16" 6 1/2" 51 9 3/16" 8 1/2" 51 9 9/16" 9 1/2" N/A 10 5/8" 10" 49 10 5/B" 10" 51 1 12" 10" DIM. "CC" CLEARANCE BOLT ANCHOR DISTANCE DIA. FOR CIR TYPE ACROSS BOLTS LOCATION DIA. NO. DIM. "BB" OF CONDUIT 10" 11 1/2" 10 1/2" 13" 13 1/2" 15" 17 1/4" MIN. 5" EXPOSED CURB POLE FOR POLE TYPE 11 8 & 030-6 18 D25-6 D40-6T, *040-9 18A "A11/20 & y"A14/20 19, 41 418 I STEEL POLE TYPE 1 I STEEL POLE TYPE 4 STEEL POLE TYPE 7 FOUNDATION GRASS MEDIAN FOUNDATION DETAIL CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 STREET LUMINAIRE POLE FOUNDATION DETAILS 34 41 20-D622 24" (MIN.) FORT WORTH CITY POLE FINISHED GRADE fdN -- LINE 120V/240V N� LINE 120V/240V Q V NEUTRAL II i) TO POLE GROU\ID 120V/240 V • 3—IMRE SERVICE FROM ONCOR INSTALL 1 Y4" OR 2" SCHEDULE 80 CONDUIT (AS DIRECTED) WITH WEATHER HEAD. COIL SUFFICIENT WIRE FOR POWER COMPANY TO CONNECT CONDUCTORS TO THEIR TRANSFORMER OR POWER LINES. SCHEDULE 80 ELBOW TYPE B GROUND BOX WITH CONCRETE APRON PER 34 41 20—D624 CITY OF FORT WORTH, TEXAS STREET LUMINAIRE RISER CONNECTION DETAIL 2" PVC CONDUIT TO STREET LIGHT POLE REVISED: 08-31-2012 34 41 20-D623 POLYMER CONCRETE GROUND BOX AND COVER CONCRETE APRON OPENING AT END OF CONDUITS SHALL BE SEALED WITH DUCT SEAL PVC CONDUIT WITH 90' ELBOW !! 1" CRUSHED STONE SECTION VIEW SHOWING DIMENSIONS OF 80X AND ACCOMPANYING FIELD INSTALLATION 12" TYP. 2 r311" CONCRETE APRON f ,l 2— 1J3 BARS U TYPICAL IDENTIFICATION PLATE POLYMER CONCRETE COVER LIFT EYE CONDUIT MAINTAIN MINIMUM CLEARANCE OF BETWEEN BOTTOM OF LID AND TOP OF 2" CONDUIT PULL BOX I TYPE B � 18"— 22" 4 1" CRUSHED STONE PVC CONDUIT WITH 90' ELBOW 8 MIN. NOMINAL GROUND NOMINAL COVER BOX DIMENSIONS DIMENSIONS 15A$" I 25" I 18" 13D31" I 23EYa" GROUND BOX DETAIL NOTES: 1. ALL BOXES SHALL MEET ALL TEST REQUIREMENTS OF THE LATEST SCTE 77 "SPECIFICATION FOR UNDERGROUND ENCLOSURE INTEGRITY" FOR TIER 22 APPLICATIONS. 2. BOTTOM EDGE OF BOX OR EXTENSION SHALL BE FOOTED WITH A MINIMUM 1 Ya" FLANGE. 3. COVER LIFT EYE: MOLDED WITH COVER. 4. COVER LETTERING: 1" INCISED LETTERS "DANGER HIGH VOLTAGE STREET LIGHT". SEE DETAIL THIS SHEET. 5. COVER MUST BE SECURED WITH "PENTA HEAD STAINLESS STEEL, SELF CLEANING BOLTS AND NUTS. SEE DETAIL THIS SHEET. 6. THE GROUND BOXES FOR THIS PROJECT SHALL MEET THE REQUIREMENTS SHOWN ABOVE. THE CONTRACTOR WILL BE PERMITTED TO FURNISH LIKE MATERIALS OF ANY MANUFACTURER PROVIDED THEY ARE STAMPED AND CERTIFIED BY A PROFESSIONAL ENGINEER FROM THE STATE OF TEXAS, OR VERIFIED BY A NATIONALLY RECOGNIZED INDEPENDENT TESTING LAB AND THEY ARE OF EQUAL OR BETTER QUALITY AND COMPLY WITH THE SPECIFICATIONS. REFER TO PLANS FOR CONDUIT SIZE 24" MIN (RESIDENTIAL) 36" MIN (ARTERIALS) BOLT TO ATTACH TO GROUND BOX SKID RESIST. POLYMER CONCRETE COVER FORT WORTH 4" MIN TYP. T T o per 3 )Y" CONCRETE APRON WITH 2 — #3 BARS AS SHOWN OR 6X6X#10 W.W. MESH. ALL GROUND BOXES SHALL HAVE CONCRETE APRONS AT ALL LOCATIONS. 12" TYP. %" X 4" !FETING SLOTS D BOLT TO ATTACH T# TO GROUND BOX 1-4 GROUND BOX COVER 4C-7 LAG THREAD SELF CLEANING BOLT AND NUT FOR COVERS FINISHED _ GRADE NOTES: 1. TRENCH ALIGNMENT SHALL BE AS STRAIGHT AS CONDITIONS PERMIT. ANY DEVIATIONS FROM PLANNED ALIGNMENT SHALL HAVE PRIOR APPROVAL BY THE PROJECT ENGINEER/INSPECTOR. ALL TRENCH CUTS SHALL BE IN ACCORDANCE WITH EXISTING SAFETY REGULATIONS IN EFFECT. 2 TRENCH BOTTOM SHOULD BE UNDISTURBED, TAMPED, OR RELATIVELY SMOOTH EARTH. WHERE EXCAVATION IS IN ROCK, THE CONDUIT SHOULD BE LAID ON A LAYER OF CLEAN BACKFILL. 3. ALL BACKFILL SHOULD BE FREE OF DEBRIS OR OTHER MATERIAL THAT MAY DAMAGE THE CONDUIT SYSTEM OR CAUSE SETTLING. THE MATERIAL SHOULD FILL THE VOIDS AROUND THE CONDUIT TO PREVENT HOT SPOTS & SETTLING. BACKFILL MATERIAL SHALL NOT EXCEED 1 INCH IN DIAMETER. 4 BACKFILL SHOULD BE ADEQUATELY COMPACTED. BACKFILL NOT UNDER PAVEMENT SHOULD BE COMPACTED TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL. BACKFILL UNDER PAVEMENT SHOULD 8E COMPACTED TO NOT LESS THAN 95% OF THE DENSITY OF UNDISTURBED SOIL AS DETERMINED BY ASTM DESIGNATION D-698. 5. A 25001/ OR 60005 PULL TAPE SHALL BE LEFT IN EACH CONDUIT. CONDUIT SHALL BE PLUGGED AT BOTH ENDS. 6. EACH RUN OF INSTALLED CONDUIT OF ALL TYPES WILL REQUIRE THAT A MANDREL CHECK BE MADE BY PULLING THROUGH THE ENTIRE LENGTH OF ALL CONDUITS IN THE INSTALLATION FOR FINAL INSPECTION. TRENCH REQUIREMENTS STREET LIGHT CONDUIT CITY OF FORT WORTH, TEXAS STREET LUMINAIRE CONDUIT AND GROUND BOX DETAILS REVISED: 02-04-2013 34 41 20-D624 NO MTR 1-2 3 5 6 10 11 12 13 14 DESCRIPTION METER SOCKET MAIN CONTROL SPARE SPARE LIGHTS "A" LIGHTS "B" LIGHTS "C" LIGHTS "D" LIGHTS "E" LIGHTS "F" SDB SERVICE DIST. BLOCK PDB POWER DIST. BLOCK LDB LIGHTING DIST. BLOCK HOA 3 POS. SELECTOR PER PEC PHOTOELECTRIC RECEPTACLE PHOTOELECTRIC CELL MATERIAL LIST QTY AMP MANUFACTURER 1 200 CUTLER —HAMMER 1 100 SQUARE D 1 15 SQUARE 0 1 20 SQUARE D 1 20 SQUARE D 1 20 SQUARE D 1 20 SQUARE D 20 SQUARE 0 20 SQUARE D 120 SQUARE D 120 SSQUARE 0 310 BUSSMANN 2 600 GOULD 1 175 BUSSMANN 1 2 PART NUMBER CH673885M 00N21D0 QOU115 000120 QOU120 QOU120 QOU120 000120 QOU120 QOU120 QOU120 16303-3 67021 16220-2 20 CUTLER —HAMMER M22S—WRK3 20 1 20 INTERMATIC BUSSMANN K122 I♦ 13661—W5418 TORK 5895 NOTE: PHOTOELECTRIC CELL MAY BE LOCATED ON LEFT OR RIGHT SIDE OF CABINET CONTACTOR 100 SQUARE 0 89035001V02 NOTES: 1. ELLS IN FOUNDATION ARE RIGID METAL, SIZE CALLED FOR ON THE PLANS. EXTENSION CONDUITS FROM THESE ELLS MAY BE PVC, PROVIDED ENDS OF RIGID METAL CONDUITS ARE MORE THAN 2 IN. BELOW TOP OF CONCRETE FOUNDATION WHERE EXTENSION CONDUITS ARE METAL. GROUNDING BUSHING MUST BE INSTALLED AND A BONDING JUMPER PROPERLY TERMINATED. 2. TYPE C IS SHOWN, TYPE A 15 SIMILAR EXCEPT THAT TYPE A SHALL HAVE INDIVIDUAL CIRCUIT BREAKERS MOUNTED ON A EQUIPMENT MOUNTING PANEL. CIRCUIT BREAKER HANDLES SHALL PROTRUDE THROUGH HINGED DEADFRONT TRIM. t LINE 6 06 LOAD LOAD 1 SECTION A -A LEGEND: 1. METER SOCKET, (WHEN REQUIRED) 2. METER SOCKET WINDOW, (WHEN REQUIRED) 3. EQUIPMENT MOUNTING PANEL 4. PHOTO ELECTRIC CONTROL WINDOW, (WHEN REQUIRED) 5 HINGED DEADFRONT TRIM 6. LOAD SIDE CONDUIT AREA 7. LINE SIDE CONDUIT AREA 8. UTILITY ACCESS 000R, WITH HANDLE 9. PEDESTAL DOOR 10. HINGED METER ACCESS 11. CONTROL STATION (H-0—A SWITCH) 12. MAIN DISCONNECT 13. BRANCH CIRCUIT BREAKERS 48" 3" MAX. 16" LOAD SIDE CONDUIT _ _r 10" REINFORCING STEEL OAD SIDE CONDUIT COPPER —CLAD MIN. 18" CRUSHED ROCK J y tw, y-.1 STEEL GROUND UNDER FOUNDATION PER FRONT VIEW ROD — .%"x8' SECTION 33 05 10 MIN. 18" CRUSHED ROCK UNDER FOUNDATION PER SECTION 33 05 10 MIN. 11 ( HEX NUT LOCK WASHER I 1.44 r I 1 "' LEVELING WASHERS ' - I ANCHOR BOLT DETAIL 7 _ EQUIPMENT MOUNTING 9 REINFORCING _i_j STEEL '•il: II ` LOAD SIDECOA�: t NDIII SIDE VIEW FORT WORTH STREET LUMINAIRE PEDESTAL SERVICE DETAILS - 120V/240V CITY OF FORT WORTH, TEXAS STUDS (AS REQUIRED) EQUIPMENT MOUNTING STUDS (A5 REQUIRED) BELL END FITTINGS 51 ,E CONDUIT 9=/ COPPER —CLAD STEEL GROUND P.00 — 6e"x8' REVISED: 08-31-2012 34 41 20-D625 Appendix GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions V THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 GEOTECHNICAL ENGINEERING STUDY PAVEMENT DESIGN WADE AVENUE & PENLAND STREET REHABILITATION FORT WORTH, TEXAS Presented To: S&B Infrastructure, Ltd. October 2009 PROJECT NO. 1417-09-01 C j ENGINEERING, INC. October 30, 2009 Report No. 1417-09-01 S&B Infrastructure, Ltd. 4200 South Hulen Street, Suite 678 Fort Worth, Texas 76109 Attn: Mr. Nelson B. Nuckles, P.E. GEOTECHNICAL ENGINEERING STUDY PAVEMENT DESIGN WADE AVENUE & PENLAND STREET FORT WORTH, TEXAS Dear Mr. Nuckles: 7636 Pebble Drive Fort Worth, Texas 76118 www.cmjengr.com Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal 09-2742R1 dated August 28, 2009. The geotechnical services were authorized on September 21, 2009 by Mr. Frank Marino, P.E., Senior Vice President of S&B Infrastructure, Ltd. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to S&B Infrastructure, Ltd_ Please contact us if you have any questions or if we may be of further service at this time. %%%%aaa%a�Q%a Respectfully submitted, : \�.....9.F%,T%: cm; ENGINEERING, INC. = ..;;9°hi''%. ARRETT E. WILLIAMS � 52525 : A 1-1 arrett E Williams, P.E. '�;%,es��Gisi-E,,,`�a President a,4�, io'''' ' t-��6'= Texas No. 52525 �'°0�� v o-" �d' ��' copies submitted: (3) Mr. Nelson B. Nuckles, P.E,; S&B Infrastructure, Ltd Phone (817) 284-9400 Fax (817) 589-9993 Metro (817) 589-9992 TABLE OF CONTENTS Page 1.0 INTRODUCTION 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING -- 2 3.0 SUBSURFACE CONDITIONS — — 4 4.0 PAVEMENT DESIGN — —' 5 5.0 EARTHWORK ---------- --------- -------- ---- -------------- —---------- ----------------------- —-------- ---- 11 6.0 CONSTRUCTION OBSERVATIONS 12 7.0 REPORT CLOSURE 13 Plan of Borings APPENDIX A Unified Soil Classification System Key to Classification and Symbols Logs of Borings Triaxial Shear Test Reports - Free Swell Test Results ---- Lime Series Test Results Soluble Sulfate Test Results Pavement Thickness Design Plate -A.1 A.2 APPENDIX B A.3 A.4 — A_6 A.7 — A.10 A.11 A.12 A.13 Plate B.1 — B.4 Report No. 829-07-02 CMJ ENGINEERING, INC. 1.0 INTRODUCTION 1.1 General This report presents the results of a geotechnical engineering study for total pavement reconstruction of two streets in Fort Worth including: Wade Avenue (Airport Freeway to Penland Street) and Penland Street (from 30 ft. south of Wade Avenue to 260 ft. north of Wade Avenue) in Fort Worth, Texas. This report conforms to the City of Fort Worth Pavement Design Standards Manual, 2005 Edition. Plate A.1 depicts the approximate locations of the exploration borings 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, develop recommendations for the type or types of pavement subgrade preparation and modification, provide pavement design guidelines, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structure could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No. 1417-09-01 CMJ ENGINEERING, INC. 1 Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by three (3) vertical soil borings drilled to a depth of 10 feet below existing grades. The borings were drilled with truck mounted drilling equipment using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.6 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin -walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. Disturbed samples of the noncohesive granular or stiff to hard cohesive materials were obtained utilizing a nominal 2-inch O.D. split -barrel (split -spoon) sampler in conjunction with the Standard Penetration Test (ASTM D 1586). This test employs a 140-pound hammer that drops a free fall vertical distance of 30 inches, driving the split -spoon sampler into the material. The number of blows required for 18 inches of penetration is recorded and the value for the last 12 inches, or the penetration obtained from 50 blows, is reported as the Standard Penetration Value (N) at the appropriate depth on the logs of borings. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. in this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the va!1 Ie is to u !atarl as 4 . + Report No. 1417-09-01 CMJ ENGINEERING, INC. 2 Ground -water observations during and after completion of the borings are shown on the upper right of the boring log. Upon completion of the borings, the bore holes were backfilled with hydrated bentonite chips and properly plugged at the surface with asphalt. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, plastic limits, and percent passing the No. 200 sieve), moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring Togs. Four triaxial shear tests were performed on specimens from selected samples to evaluate shear strength properties of the subgrade soils. The triaxial shear tests included unconsolidated- undrained (UU) tests. These tests were performed for CMJ Engineering, Inc. by ML Testing, LLC. The results of the triaxial tests are presented on Plates A.7 through A.10. Three swell tests were performed on specimens from selected samples of the clays. These tests were performed to help in evaluating the swell potential of soils in the area of the proposed pavements. The results of the swell tests are presented on Plate A.11. An Eades and Grim Lime Series test was performed on a selected sample to identify the appropriate concentration of lime to add to soils for stabilization purposes. The results of the lime series test are presented on Plate A.12. Three soluble sulfate tests were conducted on selected soil samples recovered from the borings. The sulfate testing was conducted to help identify sulfate -induced heaving potential of the soils. Sulfate -induced heaving can cause detrimental volumetric changes to a lime stabilized subgrade. The result of the sulfate tests are presented on Plate A.13. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. Report No. 1417-09-01 CMJ ENGINEERING, INC. 3 3.0 SUBSURFACE CONDITIONS 3.1 Site Geology According to the Dallas Sheet of the Geologic Atlas of Texas, the project site is geologically located in Terrace deposits of the Trinity River. Terrace deposits consist of clays, silts, sands and gravels. These deposits can be highly active to moderately active clays to stable sands with respect to moisture induced volume changes. Ground -water is typically present in these deposits, especially in the proximity of a river or creek. 3.2 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Pavement is present at all the borings locations, consisting of three inches of asphalt over 6 inches of base. No fills were noted within the borings. Reddish tan sands underlaid the base material in Boring B-1 and extended to a depth of 3.5 feet. The sand is very loose with a Standard Penetration test value of 3 blows per foot. Reddish brown, reddish tan and gray sandy clays underlaid the base material in Borings B-2 and B-3. All borings were terminated in the sandy clays at a depth of 10 feet. The sandy clays had tested Liquid Limits (LL) ranging from 34 to 42 and Plasticity Indices (PI) ranging from 19 to 27 and are classified as CL by the USCS. The various sandy clays were generally stiff to hard (soil basis) in consistency with pocket penetrometer readings of 2.0 to over 4.5 tsf. The soils had tested dry unit weight values ranging from 111 to 121 pcf. 3.3 Ground -Water Observations The borings were drilled using continuous flight augers in order to observe ground -water seepage during drilling. Ground -water seepage was not encountered during drilling and all borings were dry at completion. While it is not possible to accurately predict the magnitude of subsurface water fluctuation that might occur based upon these short-term observations, it should be recognized that ground -water conditions will vary with fluctuations in rainfall. Report No. 1417-09-01 CMJ ENGINEERING, INC. 4 Fluctuations of the ground -water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. Ground -water can occur in joints in the more permeable sand strata. 4.0 PAVEMENT DESIGN 4.1 Pavement Subgrade Considerations 4.1.1 General The performance of the pavement for this reconstruction project depends upon several factors including: the characteristics of the supporting soil; the magnitude and frequency of wheel Toad applications; the quality of construction materials; the contractor's placement and workmanship abilities; and the desired period of design life. The success of the pavement subgrade is subgrade soil strength and control of water. Adequate subgrade performance can be achieved by modifying or stabilizing the existing soils used to construct the pavement subgrade. Pavement sections are susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. In conjunction with a modified/stabilized subgrade or flexible base course underlying the pavement, it is recommended that the modified/stabilized subgrade or flexible base extend a minimum of 12 inches beyond the surface course on each side of the street. Maintenance should be provided when edge support deteriorates. 4.1.2 Subgrade Preaaration Considerations Subgrade materials along varied from non -plastic sands to sandy clays. The non -plastic sands were only present in Boring B-1 drilled in the western portion of Wade Avenue. Those materials with a Plasticity Index (P!) less than 20 can often be difficult to compact, particularly when they are wet. Modification of these granular soils with cement will provide increased subgrade strength and provide a working platform. The possibility exists that isolated pockets of higher plasticity clays may be encountered. A visual observation of the pavement subgrade should be considered following rough grading to determine specific materials which are present that would benefit from the addition of cement versus lime. Report No. 1417-09-01 CMJ ENGINEERING, INC. 5 4.2 Potential Vertical Movements Estimates of expansive movement potential have been estimated using TxDOT Test Method Tex 124-E. Potential vertical movements on the order of up to 2.25 inches are estimated for Wade Avenue and Penland Street. Movements in excess of this estimate can occur if poor drainage, excessive water collection, leaking pipelines, etc. occur. Any such excessive water conditions should be rectified as soon as possible. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. 4.3 Sulfate -Induced Heaving Soluble sulfate testing was conducted to check for sulfate -induced heaving potential. Sulfate - induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration. The lime reacts with the sulfates to cause potentially large volumetric changes in the soil. Portland cement also produces lime as a byproduct of hydration, and therefore also reacts with sulfates. Soluble sulfate levels in soils on the order of 2,000 parts -per -million (ppm) or less are usually of low concern and warrant only observation of the subgrade during the stabilization process. The soluble sulfate levels of the tested samples ranged from 120 to 300 ppm. Since the samples tested were below 2,000 ppm, a single treatment process is recommended. The single treatment is described in Section 4.4. In addition, it is recommended that during the curing period of the lime or cement treatment, the subgrade be supplied with ample moisture to allow proper hydration, and it should be checked for any volumetric changes that may indicate a sulfate -induced heaving condition. 4.4 Pavement Subgrade Preparation Lime stabilization is recommended for all subgrade areas with plastic to highly plastic clays, typically with a PI of 20 or greater. Prior to lime addition, the subgrade should be proofrolled with heavy pneumatic equipment. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described in the City of Fort Worth Pavement Design Standards Manual, 2005 Edition, Special Technical Specification (STS). According to the City of Fort Worth Pavement Design Standards Manual, 2005 Edition, Special Technical Specification, STS-003 Earthwork, Section 3.07, the pavement subgrade (stabilized or Report No. 1417-09-01 CMJ ENGINEERING, INC. 6 unstabilized as discussed above), should be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 100 percent of Standard Proctor density (ASTM D 698), between minus 2 to plus 3 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. It is recommended a minimum of 6 percent hydrated lime be used to stabilize the clay subgrade soils. The amount of hydrated lime required to stabilize the subgrade should be on the order of 30 pounds per square yard based on a dry unit weight of 110 pcf for a 6-inch depth. The hydrated lime should be thoroughly mixed and blended with the upper 6 inches of the clay subgrade (TxDOT Item 260).. The hydrated lime should meet the requirements of Item 260 (Type A) in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2004 Edition. Modifying the subgrade with Portland Cement is recommended where at least 4 inches of sands is present at the top of the exposed subgrade. Three percent cement should improve the compaction characteristics of these materials and yield strengths on the order of 200 to 400 psi. Higher compressive strengths are typically undesirable in soil -cement mixtures.. We recommend 3 percent Portland cement be used to modify subgrade soils as described above. The amount of cement required to modify the subgrade should be on the order of 15 pounds per square yard for a 6-inch depth. The cement should be thoroughly mixed and blended with the upper 6 inches of the subgrade (TxDOT Item 275). Cement treatment should extend beyond exposed pavement edges to reduce the effects of shrinkage and associated loss of subgrade support. Prior to cement modification or compaction, the subgrade should be proofrolled with heavy pneumatic equipment. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described in the Earthwork section. The subgrade should be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 95 percent of Standard Proctor density (ASTM D 698), near minus 2 to plus 4 percentage points, the optimum moisture content determined by that test It should then be protected and maintained in a moist condition until the pavement is placed 4.4.1 Subqrade Preparation Considerations It I", recommended 111 icnucu that subgrade modification extend to at least one foot cyvnu pavciiiciiit edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture Report No. 1417-09-01 CMJ ENGINEERING, INC 7 variations after construction. Each construction area should be shaped to allow drainage of surface water during earthwork operations, and surface water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and subgrade treatments should be added to the subgrade after removal of all surface vegetation and debris. Sand should be specifically prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting in heave and strength Toss of subgrade soils (lime stabilized soil 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. Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. This can be accomplished by maintaining at least 1 percent slope of the finished grades and discharging the water into drainage structures. All pavement construction should be performed in accordance with the procedures provided in Section 4.5. 4.5 Pavement Sections 4.5.1 Design Methodology At the time of this investigation, site paving plans or vehicle traffic studies were not available. Pavement analyses were performed using methods outlined in the AASHTO Guide for Design of Pavement Structures, 1993 Edition, published by the American Association of State Highway and Transportation Officials. The design equations were solved using AASHTO Pavement Analysis Software. In the AASHTO method, traffic loads are expressed in Equivalent 18-kip Single Axle Loads (ESAL) over the design life of the pavement structure. 4.5.2 Wade Avenue & Penland Street Based on the results of the field and laboratory investigation and on soil plasticity properties, the following design parameters were used in our thickness design calculations for Wade Avenue and Penland Street: Subgrade Soils Sandy Clay Design Life 25 years Initial Serviceability 4.5 Terminal Serviceability 2.0 Reliability 80% Overall Deviation (rigid) 0.35 Report No. 1417-09-01 CMJ ENGINEERING, INC. 8 Overall Deviation (flexible) 0.45 Load Transfer Coefficient 2.7 Drainage Coefficient (rigid) 0.70 Drainage Coefficient (flexible) 0.40 Design California Bearing Ratio (subgrade) 11.0 Design California Bearing Ratio (lime stabilized) 18.0 Loss of Support 1.0 Modulus of Subgrade Reaction 128 psi/in Concrete Modulus of Elasticty 3,604,997 psi Concrete Modulus of Rupture 630 psi The following rigid and flexible pavement sections are provided for both Residential — Rural (low volume) and Residential — Urban (high volume) street classifications. Detaiied pavement design calculations and assumptions are presented on Plates B.1 through B.4. Due to rounding up to the nearest half inch (as required in the City of Fort Worth Pavement Design Manual) the pavement sections for both street classifications are identical. The design ESALS were provided in the City of Fort Worth Pavement Design Standards Manual, 2005 Edition. The following pavement section is suitable for the previously mentioned assumptions. Any deviation from these assumptions should be brought to our attention immediately in order to assess their impact on our recommendations. Pavement Section Street Growth Design Thickness Material Classification Factor ESAL (in.) 7.0 PCC 6 0 Lime or Cement Stabilized Subgrade* 2.0 HMAC Type D 5.0 HMAC Type B 6.0 Lime or Cement Stabilized Subgrade* 7.0 PCC 6.0 Lime or Cement Stabilized Subgrade* 2.0 HMAC Type D 5.0 HMAC Type B 6.0 Lime or Cement Stabilized Subgrade* Residential - Rural No (low -volume) Growth Residential - Urban No (high -volume) Growth * Recommended stabilization provided in Section 4.4 625,000 875,000 Report No. 1417-09-01 CMJ ENGINEERING, INC. 9 According to the City of Fort Worth Pavement Design Standards Manual, 2005 Edition, the allowable drainage coefficient for rigid concrete slabs placed directly on a lime stabilized clay subgrade without a permeable base layer must be no greater than 01. For flexible pavements, the maximum allowable drainage coefficient for modifying base and sub -base structural layer coefficients without a permeable base layer connected to an edge drain system is equal to 0.4. 4.6 Pavement Material Requirements Material and process specifications developed by the Texas Department of Transportation (TxDOT) have been utilized. These specifications are outlined in the TxDOT Standard Specifications for Construction of Hiahways. Streets and Bridaes, 2004 Edition. Specific construction recommendations for rigid pavements are given below. Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should consist of Portland cement concrete having a 28-day compressive strength of at least 3,500 psi. The mix should be designed in accordance with the ACI Code 318 using 3 to 6 percent air entrainment. The pavement should be adequately reinforced with temperature steel and all construction joints or expansion/contraction joints should be provided with load transfer dowels. The spacing of the joints will depend primarily on the type of steel used in the pavement. We recommend using No. 3 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction. Control joints formed by sawing are recommended every 12 to 15 feet in both the longitudinal and transverse direction. The cutting of the joints should be performed as soon as the concrete has "set-up" enough to allow for sawing operations. Hot Mix Asphaltic Concrete Surface Course: Item 340, Type D, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2004 Edition. Hot Mix Asphaltic Concrete Base Course: Item 340, Type A or B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2004 Edition. Lime Stabilized Subarade: Lime treatment for base course (road mix) - Item 260, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2004 Edition_ Report No. 1417-09-01 CMJ ENGINEERING, INC. 10 Cement Stabilized Subqrade: Cement treatment for base course (road mix) - Item 275, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2004 Edition. Flexible Base: Crushed Stone Flexible Base — Item 247, Type A, Grades 1 or 2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2004 Edition. 4.7 General Pavement Considerations The design of the pavement drainage and grading should consider the potential for differential ground movement due to future soil swelling of up to 2.25 inches. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. Proper surface drainage in the shoulders is also critical to long term performance of the pavement. Water allowed to pond adjacent to the pavement will result in loss of edge and subgrade support and an increase in post construction heave of the pavement. 5.0 EARTHWORK 5.1 City of Fort Worth Required Specifications The City of Fort Worth Pavement Design Standards Manual, 2005 Edition, Special Technical Specification (STS) covers the requirements for general earthwork, undercutting excavation and backfill for unstable subgrades for City Streets including excavation, compacted earth fill, flowable fill, and trench backfill. The design engineer may refer to this specification directly in the contract documents. Related requirements are found within the Special Technical Specification. 5.2 Utilities Care should be taken that utility cuts are not left open for extended periods, and that the cuts are properly backfilled. Backfilling should be accomplished with properly compacted impermeable soils, rather than granular materials in accordance with the City of Fort Worth Pavement Design Standards Manual, 2005 Edition, Special Technical Specification (STS). Report No. 1417-09-01 CMJ ENGINEERING, INC. 11 Trench excavations should be sloped or braced in the interest of safety. Attention is drawn to OSHA Safety and Health Standards (29 CFR 1926/1910), Subpart P, regarding trench excavations greater than 5 feet in depth. 5.3 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 6.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. Report No. 1417-09-01 CMJ ENGINEERING, INC. 12 7.0 REPORT CLOSURE The borings for this study were selected by CMJ Engineering, Inc. The locations and elevations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring Togs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The Togs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual -manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the Togs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground -water conditions, this report presents data on ground -water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground -water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we CMJ ENGINEERING, INC. Report No. 1417-09-01 13 must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of S&B Infrastructure, Ltd. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 1417-09-01 CMJ ENGINEERING, INC. 14 0 0 0 0 0 B-1 PLAN OF BORINGS STREET REHABILITATION WADE AND PENLAND STREETS FORT WORTH, TEXAS 0 Wade k B-2 Conway 0 0 cL B-3 Nobel NOT TO SCALE LEGEND: Boring Locution -41hcm JENG1NEENG, INC. CMJ PROJECT No. 1417-09-01 Major Divisions Sym. Typical Names Laboratory Classification Criteria 0 N N 0 0 N 0 z c �s O 0 v m rn 0) -- Ln as Ta' 0 O E 0 a) 0 (0 `) O E 0) y 2) us a) OS a) c co N o O c 0) ` O N N O U Q. (1)v- 0) a) (7.)J > f2o •N .� m 0 f1. c U 0 0 a) 0 4-.z c E CO CO 4' � CO ± .0 a) as3 0 v) co 2> 112 2 0 n g (0 E 0) v> C O a) 0z CO CO .c- c -cc 2 O 2 a) C 9- O 0) O a) -0 c C CO c (0 N 0 U .23 Sands with fines Well -graded gravels, gravel- GW sand mixtures, little or no fines Poorly graded gravels, gravel - GP sand mixtures, little or no fines GM Silty gravels, gravel -sand -silt mixtures GC Clayey gravels, gravel -sand - clay mixtures SW Well -graded sands, gravelly sands, little or no fines Poorly graded sands; SP gravelly sands, little or no fines a) (o 'o 12 c 0) 0) 0) a) 0 0 a) N ail 0 0) Nco N cz va �(0 2 0 � c � o 'B U co c co c tea- 0 0 N 0 C) c SM Silty sands, sand -silt mixtures c i,; E.?a) 0 0 c -6 a)0m c_ 0)D SC Eoa) c w 0) 0.0 a)0a) 0 ❑ ML CL OL Clayey sands, sand -clay mixtures Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, or clayey silts with slight plasticity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, and lean clays 60 5C Organic silts and organic silty 4c clays of low plasticity Inorganic silts, micaceous or MH diatomaceous fine sandy or silty soils, elastic silts CH Inorganic clays of high plasticity, fat clays Organic clays of medium to high plasticity, organic silts Pt Peat and other highly organic soils 2' 10 7\ c L 0. c 0) 0) a) J c 0 a) 0. N_ c (0 0 2 c a) O_ N 0 G,=1ylC Duu z Cu= ---- greater than 4: Cc= ---- between 1 and 3 D1a D10 x D60 Not meeting all gradation requirements for GW Liquid and Plastic limits below "A" line or P,I. greater than 4 Liquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and plastic limits plotting in hatched zone between 4 and 7 are borderline cases requiring use of dual symbols D60 (D30)2 C,, greater than 6: Cc= --------- between 1 and 3 D10 Dta x D60 Not meeting all gradation requirements for SW Liquid and Plastic limits below "A" line or P.I. less than 4 Liquid and Plastic limits above "A" line with P.I. greater than 7 CL ML aid OL 0 0 10 20 30 40 50 60 Liquid Limit Plasticity Chart Liquid and plastic limits plotting between 4 and 7 are borderline cases requiring use of dual symbols 70 80 90 100 UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES CO> taw 47/20 GIG em GRAVEL 4E0 OD ••. • . • • SAND • . SANDY • ••• • /t SILT HIGHLY PLASTIC CLAY LEAN CLAY • • SILTY CLAYEY LIMESTONE 711,7 SHALE • —. SANDSTONE • 11 X X CONGLOMERATE Shelby Auger Split Rock Cone No Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item (blows/foot) 0 to 4 Very Loose 4 to 10 Loose 10 to 30 Medium Dense 30 to 50 Dense Over 50 Very Dense Soil Structure Calcareous Slickensided Laminated Fissured Interbedded Relative Density 0 to 20% 20 to 40% 40 to 70% 70 to 90% 90 to 100% Contains appreciable deposits of calcium carbonate; generally nodular Having inclined planes of weakness that are slick and glossy in appearance Composed of thin layers of varying color or texture Containing cracks, sometimes filled with fine sand or silt Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Soft Moderately Hard Hard Very Hard Poorly Cemented or Friable Cemented Degree of Weathering Unweathered Slightly Weathered Weathered Extremely Weathered Can be remolded in hand; corresponds in consistency up to very stiff in soils Can be scratched with fingernail Can be scratched easily with knife; cannot be scratched with fingernail Difficult to scratch with knife Cannot be scratched with knife Easily crumbled Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Rock in its natural state before being exposed to atmospheric agents Noted predominantly by color change with no disintegrated zones Complete color change with zones of slightly decomposed rock Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 LOG OF BORING 1417.09-01.GPJ CMJ.GDT 10/30/09 Project No. Boring No. Project Wade & Penland Street Reconstruction 1417-09-01 B-1 Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling, dry at completion Completion Completion Depth 10.0' Date 9_23-09 Surface Elevation Type Auger: CME-55 Stratum Description ASPHALT, 3" asphalt over 6" base SAND, reddish -tan, very loose SANDY CLAY, reddish -brown and reddish -tan, stiff to hard LOG OF BORING NO. • CMJ ENGINEERING INC. - 0 0 orn N c v Z o �i c a a a> 00 _ �� U • 3c-• y> >E in"= vow ac r,ri coif • a O N� m o f ro E cl� o ca c o 0 fx cn o o (i) J J o rl 5 U > _, D O n. 5 2.0 11 3.75 41 38 15 23 18 111 4.5+ 16 4.5+ 16 4.5+ 17 4.5+ 16 4.5+ 60 34 15 19 16 B-1 PLATE A.4 Project No_ 1417-09-01 Location Boring No. Project Wade & Penland Street Reconstruction B-2 Fort Worth, Texas Water Observations • CMJ ENGINEERING INC - LOG OF BORING 1417-09-01 GPJ CMJ.GDT 10/30/09 See Plate A.1 Dry during drilling, dry at completion Completion Depth 10.0' U- 0 N a a E E N u) Q) Completion Date 9-23-09 Surface Elevation Type Auger: CME-55 Stratum Description ASPHALT, 3" asphalt over 6" base SANDY CLAY, reddish -brown, reddish -tan and gray, hard LOG OF BORING NO. 0 o a Li. Oj N _ o. Z §j� NNcn ��. 7� , • p inkucaS z_�n= X 0o°c c o n 1 N> a•- of co -0 . uj a oocn oaa D mdF- a_v) JJ a. II D_ _ U DJ DUO_ 60 40 15 25 13 13 121 10 87 42 15 27 12 11 12 12 11 12 B-2 PLATE A.5 LOG OF BORING 1417-09-01.GPJ CMJ.GDT 10/30/09 Project No Boring No. Project Wade & Penland Street Reconstruction 1417-09-01 B-3 Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling, dry at completion Completion Completion Depth 10.0' Date 9-23-09 Surface Elevation Type Auger: CME-55 Stratum Description ASPHALT, 3" asphalt over 6" base SANDY CLAY, reddish -brown, reddish -tan and gray, very stiff to hard LOG OF BORING NO. CMJ ENGINEERING INC - oCD _ Cn N _ C U- ov Z o �u o N� N in' cc LL N N _ X N d D V o Q' c w • a a�� (aaE o f my o o c_o c o o • o_ mat= acn �.J o..J a5 o » moa 4.5+ 13 3.75 60 37 14 23 14 117 4 5+ 14 4.5+ 11 4.5+ 13 4.5+ 15 4.5+ 81 38 14 24 16 4,5+ 16 4.5+ 16 B-3 PLATE A.6 Shear Stress, tsf 4-0 Deviator Stress, 2.25 1.50 0.75 0 6 .00 5.00 4.00 3.00 2:00 1.00 0 0 RESULTS C, tsf (I), deg TAN ip 0 1.39 0 • 0.75 1.50 2.25 3.00 Norma: Stress, tsf 0 5 10 15 20 Axial Strain, % TYPE OF TEST: Unconsolidated undrained SAMPLE TYPE: Undisturbed DESCRIPTION: Sandy clay, brown LL= PL= SPECIFIC GRAVITY= 2.65 REMARKS : - PI= SAMPLE NO. 1 WATER CONTENT, % 17.8 • DRY DENSITY, pcf 110.6 SATURATION, % 94.8 VOID RATIO 0.496 DIAMETER, in 2 . 72 HEIGHT, in 4.05 WATER CONTENT, % 18.5 • DRY DENSITY, pcf 110.6 SATURATION, % 98.9 VOID RATIO 0.496 • DIAMETER, in 2.72 HEIGHT, in 4.05 Strain rate, %/min BACK PRESSURE, tsf 2.88 CELL PRESSURE, tsf 3.24 FAILURE STRESS, tsf 2.78 PORE PRESSURE, tsf ULTIMATE STRESS, tsf 2.77 PORE PRESSURE, tsf GI FAILURE, tsf 3.14 63 FAILURE, tsf 0.36 3.75 4.50 CLIENT: CMJ PROJECT: SAMPLE LOCATION: B-1 5 4.0'-5.0' PROJ. NO.: 1417-09-01 DATE: 10/8/09 TRIAXIAL SHEAR TEST REPORT FIG_ NO_ Shear Stress, tsf 2.25 1 .50 0.75 0 6.00 5.00 4- 4.00 Deviator Stress, 3.00 2.00 1.00 0 RESULTS C, tsf 1.75 (, deg 0 TAN b 0 • 0 0.75 1.50 2.25 3.00 Normal Stress, tsf 0 5 10 15 20 Axial Strain, % TYPE OF TEST: Unconsolidated undrained SAMPLE TYPE: Undisturbed DESCRIPTION: Sandy cloy red -brown LL= PL= SPECIFIC GRAVITY= 2.65 RRAenRK� PI= SAMPLE NO. 1 INITIAL WATER CONTENT, % DRY DENSITY, pcf SATURATION, % VOID RATIO DIAMETER, in HEIGHT, in WATER CONTENT, % DRY DENSITY, pcf SATURATION, % VOID RATIO Q DIAMETER, in HEIGHT, in Strain rate, %/min BACK PRESSURE, tsf CELL PRESSURE, tsf FAILURE STRESS, tsf PORE PRESSURE, tsf ULTIMATE STRESS, tsf PORE PRESSURE, tsf 6i FAILURE, tsf 63 FAILURE, tsf 12.8 120.6 91.5 0.371 2.75 3.95 14.0 120.6 100.0 0.371 2.75 3.95 2 .88 3.24 3.51 3.51 3.87 0.36 3.75 4.50 CLIENT: CMJ PROJECT: SAMPLE LOCATION: B-2 @ 2.0'-3.0' PROJ. NO.: 1417-09-01 DATE: 10/8/09 TRIAXIAL SHEAR TEST REPORT FIG_ NO. 2.25 0, +� 1.50 Shear Stress, Deviator Stress, 0.75 0 6.00 5.00 4.00 3.00 2.00 1.00 0 RESULTS C, tsf 1.59 4, deg 0 TAN b 0 0 0.75 0 5 Axial 10 15 Strain, TYPE OF TEST: Unconsolidated undrained SAMPLE TYPE: Undisturbed DESCRIPTION: Sandy clay red -brown LL= PL= SPECIFIC GRAVITY= 2.65 RF MARKc PI= 1.50 2.25 Normal Stress, tsf 20 SAMPLE NO. H 1- H Z H 1- w 1- Q 3.00 WATER CONTENT, % DRY DENSITY, pcf SATURATION, % VOID RATIO DIAMETER, in HEIGHT, in WATER CONTENT, DRY DENSITY, pcf SATURATION, % VOID RATIO DIAMETER, in HEIGHT, in Strain rate, %/min BACK PRESSURE, tsf CELL PRESSURE, tsf FAILURE STRESS, tsf PORE PRESSURE, tsf ULTIMATE STRESS, tsf PORE PRESSURE, tsf 61 FAILURE, tsf 63 FAILURE, tsf 13.9 116.9 88.6 0.415 2.75 3.85 15.3 116.9 97.8 0.415 2.75 3.85 2.88 3.24 3.19 3.19 3.55 0.36 3.75 4.50 CLIENT: CMJ PROJECT: SAMPLE LOCATION: B-3 @ 2.0'-3.0' PROJ. NO.: 1417-09-01 DATE: 10/8/09 TRIAXIAL SHEAR TEST REPORT FIG. NO. rsn-rIne 4.50 4- 3.00 Shear Stress Deviator Stress, 1.50 0 RESULTS C, tsf 3.02 4), deg 0 TAN 1) 0 0 1.50 9.JO , 7.50 6.00 4.50 3.00 1.50 0 • 0 5 Axial 10 15 Strain, TYPE OF TEST: Unconsolidated undrained SAMPLE TYPE: Remold DESCRIPTION: Sandy clay red -brown w/7% Lime LL= PL= SPECIFIC GRAVITY= 2.65 R MARKS '. PI= 3.00 20 4.50 Normal Stress, SAMPLE NO. WATER CONTENT, % DRY DENSITY, pcf SATURATION, % VOID RATIO DIAMETER, in HEIGHT, in WATER CONTENT, % DRY DENSITY, pcf w SATURATION, % VOID RATIO Q DIAMETER, in HEIGHT, in Strain rate, %/min BACK PRESSURE, tsf CELL PRESSURE, tsf FAILURE STRESS, tsf PORE PRESSURE, tsf ULTIMATE STRESS, tsf INITIAL 6.00 tsf PORE PRESSURE, tsf 6I FAILURE, tsf 'Y3 FAILURE, tsf 17.6 101.6 74.4 0.629 1.35 3.00 19.7 101.6 83.2 0.629 1.35 3.00 1.44 1.80 6.04 2.35 6.40 0.36 7.50 9.00 CLIENT: CMJ PROJECT: SAMPLE LOCATION: 8-2 ® 2.0'-3.0' PROJ. NO.: 1417-09-01 DATE: 10/15/09 TRIAXIAL SHEAR TEST REPORT FIG_ NO. FREE SWELL TEST RESULTS Project: WADE AVENUE & PENLAND STREET FORT WORTH, TEXAS Project No.: 1417-09-01 B-1 4 — 5 Sandy Clay 38 15 B-2 1 - 2 Sandy Clay 40 15 B-3 3 - 4 Sandy Clay 37 14 MO 23 15.9 16.7 2.7 25 13.2 17.5 3.5 23 13.9 15.6 0.8 Free swell tests performed at approximate overburden pressure CMj ENGINEERING, INC. PLATE A.11 LIME SERIES TEST RESULTS Project: Wade Avenue & Penland Street Fort Worth, Texas Project No.: 1417-09-01 Boring No.: B-2 Material: Silty Clay Percent Lime Depth: 0' to 2' pH 0 7.23 2 12.26 4 12.38 6 12.46 8 12.49 10 12.51 CMJ ENGINEERING, INC. PLATE A.12 SOLUBLE SULFATE TEST RESULTS Project: Wade Avenue & Penland Street Fort Worth, Texas Project No.: 1417-09-01 Boring No.: B-1 Material: Sand Method TxDOT TEX 145-E Boring No.: B-2 Material: Sandy Clay Method TxDOT TEX 145-E Boring No.: B-3 Material: Sandy Clay Method TxDOT TEX 145-E Note: 1.) 1 ppm = 1 part per million Depth: 1' to 2' Result 120 ppm Depth: 1' to 2' Result 300 ppm Depth: 1' to 2' Result 120 CMJ ENGINEERING, INC. PLATE A.13 Win PAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Pavement Design Agency: City of Fort Worth Company: S & B Infrastructure Contractor: CMJ Engineering, Inc. Project Description: Wade Ave. & Penland St (Residential - Rural) Location: Fort Worth, Texas Rigid Pavement Design/Evaluation PCC Thickness 6.60 inches Load Transfer, J 270 Design ESALs 625,000.00 Mod. Subgrade Reaction, k 128 psi/in Reliability 80 00 percent Drainage Coefficient, Cd 0.70 Overall Deviation 0.35 Initial Serviceability 4.50 Modulus of Rupture 630 psi Terminal Serviceability 2.00 Modulus of Elasticity 3,604,997 psi 10/30/2009 8:45:56 AM Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 10,022 psi Resilient Modulus of the Subbase 14,038 psi Subbase Thickness 6.00 inches Depth to Rigid Foundation feet Loss of Support Value (0,1,2,3) 1.00 11 Modulus of Subgrade Reaction Engineer: GEW 127.80 psi/in CI I ATG in Al W i n PAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Flexible Design Inputs Agency: City of Fort Worth Company: S & B Infrastructure Contractor: CMJ Engineering, Inc. Project Description: Wade Ave. & Penland St. (Residential - Rural) Location: Fort Worth, Texas Flexible Pavement Design/Evaluation Structural Number 2.58 Soil Resilient Modulus Design ESALs 625,000 00 Initial Serviceability Reliability 80 00 percent Terminal Serviceability Overall Deviation 0.45 Layer Thickness Determination Layer Material HMAC Type D HMAC Type B Layer Coefficient 10/30/2009 8:49:49 AM Engineer: GEW 0.42 0 38 Drainage Coefficient Layer Thickness 10,021.60 psi 4 50 2.00 1.00 2.00 1.00 5.00 1 1 0.841 1.901 E SN 2.741 Layer SN DI ATC D 1 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Pavement Design Agency: City of Fort Worth Company: S & B Infrastructure Contractor: CMJ Engineering, Inc. Project Description: Wade Ave. & Penland St. (Residential - Urban) Location: Fort Worth, Texas Rigid Pavement Design/Evaluation PCC Thickness 7,00 inches Load Transfer, J 2 70 Design ESALs 875,000 00 Mod. Subgrade Reaction, k 128 Reliability 80.00 percent Drainage Coefficient, Cd 0.70 Overall Deviation 0.35 Initial Serviceability 4.50 Modulus of Rupture 630 psi Terminal Serviceability 2 00 Modulus of Elasticity 3,604,997 psi Modulus of Subqrade Reaction (k-value) Determination Resilient Modulus of the Subgrade 10,022 psi Resilient Modulus of the Subbase 14,038 psi Subbase Thickness 6 00 inches Depth to Rigid Foundation feet Loss of Support Value (0,1,2,3) 1.00 Modulus of Subgrade Reaction 10/30/2009 8:51:54 AM Engineer: GEW 127 80 psi/in psi/in PLATE B.3 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Flexible Design Inputs Agency: City of Fort Worth Company: S & B Infrastructure Contractor: CMJ Engineering, Inc. Project Description: Wade Ave & Penland St. (Residential - Urban) Location: Fort Worth, Texas Flexible Pavement Design/Evaluation Structural Number 2.71 Soil Resilient Modulus Design ESALs 875,000 00 Initial Serviceability Reliability 80.00 percent Terminal Serviceability Overall Deviation 0.45 10,021 60 psi 4.50 2.00 Layer Thickness Determination Layer Layer Drainage Layer Layer Material Coefficient Coefficient Thickness SN 10/30/2009 8:53:05 AM HMAC Type D HMAC Type B 0.42 1.00 2.00 0 841 0.38 1 00 5.00 1.901 Engineer: GEVV 1 SN 2 741 DI ATP R A. GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I , 2011 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised Judy 1, 2011 ATTACHMENT1A Page 1 of 4 FORT WORTH City of Fort Worth 04-11-13 P02:40 IN MBE Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: McClendon Construction Co, Inc PROJECT NAME: 2008 CIP Contract 8D City's MBE Project Goal: 15 % Prime's MBE Project Commitment: 5.7 Check applicable block to describe prime M/W/DBE Ix NON-M//WDBE BID DATE April 4, 2013 PROJECT NUMBER 01272 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 MBE 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 MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson. Parker, and Wise 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 1st tier, a payment by a subcontractor to its supplier is considered 2"d tier ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operators, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 5/30/12 FORT T WORTH 04-11-13 P02:40 iN ATTACHMENT1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Rubio Trucking 9000 Co Rd 513 Alvarado, TX 76009 817/829-3711 No Fax Klutz Construction PO Box 100263 Ft Worth TX 76185 817/921-0990 Fax 817/921-0990 T e r Attach NCTRCA Certificate n M B E Detail Subcontracting W S M Work B B B E E E Hauloff Trucking Drainage (Inlet) Construction Detail Supplies Purchased Dollar Amount $9,768.00 $3,500.00 Earth Haulers, Inc 11500 Mosier Valley Rd Topsoil $721.00 Ft Worth, TX 76040 1 x 817/540-2777 817/571-4321 Bluebonnet Waste Control PO Box 223845 Portable Toilets $360.00 Dallas, TX 75222-3845 1 x 214/748-5221 Fax 214/748-6886 Cowtown Traffic Control 2724 Bryan Ave Ft Worth, TX 76104 817/924-4524 817-926-2725 Larry Rambo Trucking 501 Allison Lane Ft Worth, TX 76140 817/551-6539 817/483-2820 2 x Barricades and Project Signs Hauling, Base and Sand thru M E Burns $1,762.00 $1,700.00 Rev. 5/30/12 FORT WORTH ATTACHMENT 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax T e r Attach NCTRCA Certificate n M B E C Green Scaping LP 2401 Handley-Ederville Rd Ft Worth, TX 76118 1 x 817/577-9299 817/577-9331 Detail Detail Subcontracting Supplies W S M Work Purchased B B B E E E Sodding Erosion Control Devices Dollar Amount $2,725.00 $600.00 Rev. 5/30/12 04-11-13 P02:40 I ATTACHMENT1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. Please list MBE firms first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach NCTRCA Certificate SUBCONTRACTOR/SUPPLIER T Company Name Address e M Telephone/Fax r B E w B E Detail Detail Subcontracting Supplies S M Work Purchased B B E E Dollar Amount M E Burns Const PO Box 783 Water and Sewei $90,333.00 Burleson, TX 76097 1 x (Prequalified) 817/447-0292 Fax 817/447-0207 Tarrant Concrete PO Box 6194 Ft Worth, TX 76115 1 817/926-6660 Barnsco, Inc 2609 Willowbrook Dallas, TX 75220 1 x 214/352-9091 Fax 214/379-0341 Ready -Mix Concrete $62,320.00 Rebar Supplier $17,727.00 Reynolds Asphalt PO Box 370 Asphalt Paving $25,467.00 Euless, TX 76040 1 x 817/267-3131 817/267-1878 U S Lime P.O. Box 851 Hydrated Lime $5,535.00 Cleburne, Texas 76033 1 x (817) 641-4433 W.O.E. Const Inc PO Box 185176 Silicone $1,639.00 Grand Prairie, TX 76181 1 x Joint Seal 817/284-7401 817/284-7400 Rev. 5/30/12 FORT TWoxTx ATTACHMENT1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal. Attach NCTRCA Certificate SUBCONTRACTOR/SUPPLIER T Detail Detail Company Name i Subcontracting Supplies Address e M W S NI Work Purchased Telephone/Fax r B B B B E E E E Ferguson Supply 2650 S Pipeline Rd Euless, TX 76040 2 817-267-3900 817-267-3912 Independent Utility Const, nc 5109 Sun Valley Drive Traffic Signals/ Fort Worth, TX 76119 1 x Lights 817/478-4444 817/330-0078 Water / Sewer Pipe/Fittings (Thru ME Burns) Dollar Amount $25,000.00 $20,411.00 Rev. 5/30/12 04-11-13 P02:41 IN FORT ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers $ $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ $21,136.00 $248,432.00 $269,568.00 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 through the submittal of a Request for Approval of Change/Addition form. 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 MBE 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 MBE(s) and any special arrangements with MBEs. 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 participating on the contract that will substantiate the actual work performed by the MBE(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 creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. (t/L/(7Z4a::?1 Authorizes Signature Printed Signature Dan McClendon President Title Contact Name/Title (if different) McClendon Construction Co, Inc Company Name PO Box 999 817/295-0066 Telephone and/or Fax dan@mcclendonconstruction.com Address E-mail Address Burleson, TX 76097 City/State/Zip April 8, 2013 Date Rev. 5/30/12 FORT WORTH 04-11-13 P02:41 IN City of Fort Worth MBE Good Faith Effort Form PRIME COMPANY NAME: McClendon Construction Co, Inc PROJECT NAME: 2008 CIP Contract 8D City's MBE Project Goal: 15% Prime's MBE Project Commitment: 5.7 % ATTACHMENT 1C Page 1 of 3 Check applicable block to describe prime M/W/DBE x NON-M//WDBE BID DATE April 4, 2013 PROJECT NUMBER 01272 IIf the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and it being submitted to 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 opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Water and Sewer, Prequalified Ready Mix Concrete Asphalt Paving Rebar Drainage Construction Hydrated Lime Hauloff Trucking Fuel Joint Seal Topsoil Traffic Signal Portable Toilets Sodding Barricades and Signs Erosion Devices Rev. 5/30/12 ATTACHMENT IC Page 2 of 3 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office or the City's website. x Yes No Date of Listing 03 / 22 / 2013 3.) Did you solicit bids from MBE 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 MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE 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 MBE firm, person contacted, phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? x Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the GFE non -responsive.) No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? x Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non- responsive.) No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at (east two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. INOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes _x_NO 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? x Yes No Rev. 5/30/12 ATTACHMENT 1C Page 3of3 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? x Yes (If yes, attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? x Yes (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to and inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection Cowtown Redi-Mix 817/759-1919 Max Ulrich Ready -Mix Concrete Not Low Bidder Tejas Commercial Const 817/901-8499 (quoted by fax) Water/Sewer Const Not Low Bidder ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. All listed MBE's were first contacted by postal mail and by email. If email contact was unsuccessful, faxes were sent. If faxes failed to make successful contact, the companies were attempted contact by telephone. All pertinent MBE's were contacted successfully by at least two of these methods. The Offeror 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 Offeror 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 shall create a material breach of Rev. 5/30/12 ATTACHMENT 1C Page 4 of 3 contract and may result in a determination of an irresponsible offeror and debarment from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be co ted and the reasons for not using them will be verified by the City's M/WBE 0 Authorized Signature President Title Dan McClendon Printed Signature Contact Name and Title (if different) McClendon Construction Co, Inc 817/295-0066 Fax 817/295-6796 Company Name Phone Number Fax Number PO Box 999 dan@mcclendonconstruction.com Address Email Address Burleson, TX 76097 April 8, 2013 City/State/Zip Date Rev. 5/30/12 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July I, 201 I I f i t i i that locality. City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 7/8/2008 DATE: Tuesday, July 08, 2008 LOG NAME: 30WAGE RATES I SUBJECT: Adopt 2008 Prevailing Wage Rates for City -Awarded Public -Works Projects • • REFERENCE NO,: "G-18190 RECOMMENDATION: It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City -awarded public works projects. DISCUSSION: Texas Govemment Code Chapter 2258 requires that a public body awarding a contract for public works shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contractors (ABC) and the American Sub -Contractors Association (ASA), conducts a wage rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from that survey. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that this action will have no material effect on City funds • TO Fund/Account/Centers FROM Fund/Account/Centers Submitted for City Manager's Office by: Originati g Department Head: Additional Information Contact: Femando Costa (8476) A. Douglas Rademaker (6157) Eric Bundy (7598) W4WhYWVIIYVWYiIIIYWVYWmIIYidVYWYWiuIuuWlYVllll'WIYIIIi�mVYYuhI�YYdYh�Wo��tllpu JilY'�WVIi'WYWJ1i, ��mlo��Il�wdmmWumumll�omllluuYliluuilYY�JYI WY m�Wi'�i�YlWii ilWiYiGW YWIuWiumYVi��YiY�lillmor�o'IiiIV�Nw�YI WIYYauuYWoimYVuuOumiw�Ywwnmiwu�IwWiiiVn u, �uuuwo���iw u�� a �u. �wini� uu W , �„ GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2008 CAPITOL IMPROVEMENT CONTRACT 8D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PENLAND STREET AND WADE AVE. City Project No. 01272 Revised July 1, 2011