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Contract 50573
City Secretary td CITY SECRETARY` - Constrection® FRT WORTH CONTRACT"0 Proioct] anager PROJECT MANUAL FOR THE CONSTRUCTION OF ROADWAY, DRAINAGE, WATER & SANITARY SEWER IMPROVEMENTS FOR _ KIMBO ROAD FROM N. SYLVANIA AVENUE TO MESQUITE ROAD City Project No.02661 Betsy Price David Cooke Mayor City Manager Kara Shuror Interim 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 November 2017 ��P�O.e A o*eo........000000..........� ® KONSTANTINE BAKINTAS ..9................ ........ e.... 67022 7 09 E �Q A, -V� `, � BAl1i.1,�. #iAM PT�E)!►F&Brtc�vv�, INC. FC ENGINEERING to SURVEYING O 00F ,, 3801 William D. Tate Blvd. Ste. 5 I" C�0. 9�0 ;co Grapevine,Texas 76051 1 ry�F�9 QFFiCIA4' &RD CITY 810WARY FORTWORTH, City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 00 00 10 Seals Page 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 00 35 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 00 43 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 00 45 11 Bidders Prequalifications 00 45 12 Prequalification Statement 00 45 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 1100 Summary of Work 01 25 00 Substitution Procedures + 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule w 01 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures _ 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 0158 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 71 23.01 Attachment A-Survey Staking Standards 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 2,2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 32-Exterior Improvements 3201 18 Temporary Asphalt Paving Repair Division 33 -Utilities 3303 10 Bypass Pumping of Existing Sewer Systems 33 05 20 Auger Boring ' 33 1210 Water Services 1-inch to 2-inch 33 31 23 Sanitary Sewer Pipe Enlargement 33 31 50 Sanitary Sewer Service Connections and Service Line 33 39 60 Epoxy Liners for Sanitary Sewer Structures 33 46 00 Subdrainage Division 99—Special Technical Specifications 9999.0001 Construction Allowances 9999.0002 Miscellaneous Utility Relocations/Adjustments(Irrigation Allowance) 9999.0003 Non-Standard Water and Sanitary Sewer Pipe by Other-than-Open-Cut Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htips://proj eclpoint.buzzsaw.com/client/fortworth2ov/Resources/02%20- %20Construction%2ODocuments/Specifications Division 02-Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03 -Concrete 03 30 00 Cast-In-Place Concrete 03 34 13 Controlled Low Strength Material(CLSM) 03 80 00 Modifications to Existing Concrete Structures Division 26-Electrical Division 31 -Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 312323 B,.....ew 31 24 00 Embankments CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 2,2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 31 25 00 Erosion and Sediment Control 313600 n_..t.:,...,. 313700 R4pmp Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair (MODIFIED) 32 01 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 1133 Cement Treated Base Courses 32 1137 Liquid Treated Soil Stabilizer 32 12 16 Asphalt Paving 321273 Asphalt Pwviag Greek Sealants 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks,Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 32 1725 Curb Address Painting 3231 13 Chain Fences and Gates 323126 Wir-e Fenees and Gates 32 31 29 Wood Fences and Gates 3232 13 Cast-in-Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding,and Sodding 32 93 43 Trees and Shrubs Division 33-Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television(CCTV)Inspection (MODIFIED) 3304 10 Joint Bending and Bleetrieal 1selmie 3304 11 vvaysnerrGomm!-Test-osccc:vao 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation,Embedment, and Backfill 3305 12 Water Line Lowering 3305 13 Frame,Cover and Grade Rings 3305 14 Adjogfing Manholes, >Vekve Bemes, and Other-SWaetwes te Grade(MODIFIED) 3305 16 Concrete Water Vaults 3305 17 Concrete Collars (MODIFIED) 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe _ 33 05 23 Hand Tunneling CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 2,2016 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 1105 Bolts,Nuts,and Gaskets 33 11 10 Ductile Iron Pipe n 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride(PVC)Pressure Pipe 33 1114 Buried Steel Pipe and Fittings 33 1210 Wa*f Sepoiees 1 ineh to 2 inn (MODIFIED) 33 1211 Large Water Meters 33 1220 Resilient Seated Gate Valve 33 1225 Connection to Existing Water Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 1240 Fire Hydrants 33 1250 Water-SmWle Stations 33 1260 Standard Blow-off Valve Assembly 3331 12 Gufed in Pleee Pipe(Gh%)) 33 31 13 Fiber-glass Reinfer-eed Pipe for Gfavity Saaitffy Sewers 3331 15 High Density Polyethylene(HDPE)Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 333123 Sw&ar-y Sewer-Pipe Enlafgement(MODIFIED) - 333150 Safikaf-y Sewer-SeFviee Genne tion—s—and se-rViee Line(MODIFIED) 33 39 10 Cast-in-Place Concrete Manholes IF 33 39 20 Precast Concrete Manholes 33 39 30 Fiberglass Manholes 33 39 40 Wastewater Access Chamber(WAC) w+ (MODIFIED) 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 33 41 !1 High Density Polyethylene(HDPE)Pipe for.Stefm D 33 41 12 Rek&feed Polyethlene(SRPE)Pipe 334600 MODIFIED) 33 46;01--- et4ecstefffi Dmifis 33 4602 T-FenenDffAm 33 49 10 Cast-in-Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 4940 Stem Dminage Headwalls end Wiagwe& Division 34-Transportation 34 4110 Tfaffie Sigm6 34 4110.01 A#ae�Aneat A Gentfeller Gabine 34 41 15 Reetmgtdaf Repid Flashing Reaee CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 2,2016 000000-5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 34 41 16 Pedestfian Hybrid Signal 34 4120 Roadway 111uminatien Assemblies 14 44 20 01 34 4120.02 Ffeeway LED Roadway btiminaifes 34 4120.03 Resid-t-w-Ai—Al LED Roadway Luminaires 34 41 30 Aluminum Signs 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions(Geotechnical Report) GC-4.04 Underground Facilities(SUE) GC-4.06 Hazardous Environmental Condition at Site: NONE GC-6.06.13 Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities : TXDOT PENDING GC-6.24 Nondiscrimination: NONE GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 2,2016 000010-1 SEALS PAGE Page 1 of 1 1 SECTION 00 0010 2 SEALS PAGE 3 4 CIVIL ENGINEER 5 Baird,Hampton&Brown,Inc. 6 3801 William D.Tate Blvd, Suite 500 7 Grapevine,Texas 76051 8 9 WATER AND SANITARY SEWER IMPROVEMENTS 10 TFi 11 OF�P�E�........ 12 �;• •.9S 1314 Karen Elizabeth Stafford—Brown 16 •`j �F. 17 '•:/CENSEE •'��� S�pNNG� 18 19 20 L `� 21 11/02/17 22 DRAINAGE IMPROVEMENTS 23 24 25 26 w 27 3KEVIN B. MILLER 28 60119 29 30 �F�ISTER�o T 31 - 32 33 34 11-02-2017 35 PAVING IMPROVEMENTS 36 OF T 37 �P(E........F-f 38 moi,.• •.q�f' 3940 CHARLES GENE CAPPS 41 ........................... " tee 104919 43 �<S('�%: 44 45 46 47 -02-201 48 END OF SECTION CITY OF FORT WORTH kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 3/6/2018 - Ordinance Nos. 23135-03-2018 & 23136-03- 2018 DATE: Tuesday, March 6, 2018 REFERENCE NO.: C-28615 LOG NAME: 20KIMBO ROAD IMPROVEMENTS CONATSER CONSTRUCTION SUBJECT: Authorize Execution of Contract with Conatser Construction TX, LP, in the Amount of$4,982,326.00 for Kimbo Road, Combined Street Paving Improvements, Water/Sanitary Sewer Main and Storm Water Improvements and Adopt Appropriation Ordinances (2014 Bond Program) (COUNCIL DISTRICT 4) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in the Water Capital Fund in the amount of$1,108,252.00 from available funds and in the Sewer Capital Fund - Legacy in the amount of$1,189,407.00 from available funds; 2. Authorize the transfer in the amount of$1,090,814.00 from City Project No. C01871 Kimbo Court Drainage Improvements to City Project No. CO2661 Kimbo Road project for construction, contingency, material testing and staff related charges of which $ 53,874.70 is coming from Stormwater Capital Projects Bond Fund and $1,036,939.30 is coming from Stormwater Capital Projects Fund; and 3. Authorize execution of a contract with Conatser Construction TX, LP, in the amount of$4,982,326.00 for Kimbo Road, Combined Street Paving Improvements, Water/Sanitary Sewer Main and Storm Water Improvements (City Project No. 02661). DISCUSSION: This Mayor and Council Communication (M&C) is to authorize a construction contract on Kimbo Road from N. Sylvania to Mesquite Road for street reconstruction, water and sanitary sewer main replacement, stormwater improvements and appropriate project funds. The Transportation and Public Works Department's share of this contract will be $3,115,278.00 of which $300,000.00 is available in the 2008 Bond Program Residuals Fund, $1,915,823.00 in the 2014 Bond Program Funds and $899,455.00 in the Stormwater Capital Projects Fund upon approval of the recommendations in this M&C. The Water Department's share on this contract will be $1,687,048.00 of which is $921,815.00 will be available in the Water Capital Fund and $945,233.00 in the Sewer Capital Fund - Legacy upon approval of the recommendations in this M&C. The project was advertised for bid on November 2, 2017 and November 9, 2017 in the Fort Worth Star-Telearam. On December 7, 2017, the following bids were received: Logname: 20KIMBO ROAD IMPROVEMENTS CONATSER CONSTRUCTION Page 1 of 3 Bidder Amount Time of _ _ Completion ;Conatser Construction TX, LP _ 1 $4,982,326.00 1500 Calendar Days McClendon Construction Company $6,325,762.05 LB Contracting, LLC $6,345,783.87 ackson Construction, Ltd $6,569,507.31 s t bile & Winn, Inc. i$778,195.90 Available resources within the General Fund will be used to provide interim financing until debt is issued. Once debt associated with the project is sold, bond proceeds will reimburse the General Fund, in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance No. 21241-05-2014) and subsequent actions taken by the Mayor and Council. In addition to the contract amount, $760,179.00 (Water: $140,346.00; Sewer: $196,912.00; Paving: $276,535.00; Storm Water: $146,386.00) is required for real property acquisitions project management, engineering, material testing and inspection and $226,959.00 (Water: $46,091.00; Sewer: $47,262.00; Paving: $88,633.00; Storm Water: $44,973.00) is provided for project contingencies. The sanitary sewer component of this project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. This project will have no impact on the Transportation and Public Works' annual operation budget nor on the Water Department's operating budget when completed. Construction is expected to start in April 2018 and be completed by October 2019. M/WBE OFFICE— Conatser Construction TX, LP, is in compliance with the City's BDE Ordinance by committing to seven percent MBE participation and documenting good faith effort. Conatser Construction TX, LP, identified several subcontracting and supplier opportunities. However, the MBE's contacted in the areas identified did not submit the lowest bids. The City's MBE goal on this project is 17 percent. The project is located in COUNCIL DISTRICT 4. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget as appropriated of the 2008 Bond Program Residuals and the 2014 Bond Program Funds. In addition, upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the current capital budget, as appropriated, of the Stormwater Capital Projects Fund, Water Capital Fund and Sewer Capital Fund-Legacy. The Fiscal Year 2018 Water Operating Budget includes appropriations of$29,069,236.00 for the purpose of providing Pay-As—You-Go funding for Water Capital Projects. After this transfer for Fiscal Year 2018, the balance will be $15,794,486.00. The Fiscal Year 2018 Water Operating Budget includes appropriations of$29,022,689.00 for the purpose of providing Pay-As-You-Go funding for Sewer Capital Projects. After this transfer for Fiscal Year 2018, the balance will be $13,922,295.00. Logname: 20KIMBO ROAD IMPROVEMENTS CONATSER CONSTRUCTION Page 2 of 3 FUND IDENTIFIERS (FIDs): TO _ Fund Department ccouni Project Program ctivity Budget Reference # moun ID ID Year Chartfield 2 FROM ���ID rtment ccounJ Project Program ctivity Budget Reference # moun ID Year Chartfield 2 CERTIFICATIONS: Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Douglas Wiersig (7801) Additional Information Contact: Mary Hanna (5565) ATTACHMENTS 1. 20 KIMBO ROAD Conatser Compliance Memo.pdf (CFW Internal) 2. 20 KIMBO ROAD IMPROVEMENTS CONATSER CONSTRUCTION Map.pdf (Public) 3. 20 KIMBO ROAD 1295 Form .pd (Public) 4. 20KIMBO ROAD IMPROVEMENTS CONATSER CONSTRUCTION 59601 A018r.docx (Public) 5. 20KIMBO ROAD IMPROVEMENTS CONATSER CONSTRUCTION 59607 A018r.docx (Public) 6. FID Kimbo .pdf (CFW Internal) 7. SAM Serach Results.pdf (CFW Internal) t Logname: 20KIMBO ROAD IMPROVEMENTS CONATSER CONSTRUCTION Page 3 of 3 a-D.? ( s CERTIFICATE OF INTERESTED PARTIES FORM 1295 101`1 Complete Nos.1-a and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are n0 interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2018-300135 CONATSER CONSTRUCTION TX,LP FORT WORTH,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 01/09/2018 being filed. CITY OF FORT WORTH Date Acknowledged- 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. 02661 PAVING,DRAINAGE,WATER&SANITARY SEWER IMPROVEMENTS FOR KIMBO ROAD FROM SYLVANIA AVENUE TO MESQUITE ROAD Nature of interest 4 Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I Intermediary MARTINEZ,JESUS FORT WORTH,TX United States X HUGGINS,BROCK FORT WORTH,TX United States X 5 Check only H there is NO Interested Party. ❑ 6 UNSWORN DECLARATION ' . My name is �';G('�f,., ifiLr+ and my date of birth is ;i"w- 7 7 . My address is 4-4.770/° -uw 1' K, �V�3►� L1J/SC (street) (city) (state) (zip code) (country) I declare under penalty of pequry that the foregoing is true and correct Executed in V-A0LkL1L.4Ar " _County, State of % Jc, ,0n the ay of -Ir• ,20-11- �aumu, (month) (Year) BERTHA GIANULIS "e Notary Public,Stote of Texas i My Commission Expires September 18, 2019 u.• Signature of authorized agent of contracting business entity (Dederant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.3337 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS ADDENDUM NO. 1 To the Specifications and Contract Documents For KIMBO ROAD UNIT 1-WATER UNIT 2- SANITARY SEWER UNIT 3- STORM DRAINAGE UNIT 4- PAVING IMPROVEMENTS Kimbo Road (From N. Sylvania Avenue to Mesquite Road) City Project No. 02661 Addendum No. 1 Issued: December 01, 2017 Bid Opening Date: December 07, 2017 _ This addendum forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specifications and contract documents for KIMBO ROAD are herebyrevised by Addendum No. 1 as follows: I. Construction plans are revised as follows: 1. Revised Sheet 3 - General Notes: Division 01, General, 1.e. and 1.f. both updated to include TPW project manager contact information. Division 34, General, updated to include addition of items 4. and 5. of Fort Worth's standard General Notes. 2. Revised Sheets 107 & 108: Commercial and residential driveway pay limits changed to the projected back-of-curb in lieu of the previously shown 9" block out in the street. 3. Revised Sheets 140, & 149-151: The grade ring and lid size for storm drain junction boxes and stacked manholes is changed from 24"diameter to 30" diameter. A-1 ADDENDUM 1 Kimbo Road City Project No.02661 II. The Specifications are amended as follows: 1. Revised Sections 00 41 00 and 00 45 12: The storm drain prequalification requirement has been deleted. - 2. Revised Section 00 42 43: The following summarizes changes to the Proposal Form. Unit 4: Paving Improvements a) Bid Item 3213.0103 (Revised Item#19): Increased from 15,250 SY to 15,400 SY /b) Bid Item 3213.0401 (Revised Item#23): Decreased from 25,450 SF to 25,000 SF /c) Bid Item 9999.0405 (Revised Item #58): All previous flexible base bid items are combined into new Bid item 9999.0405. — �d) Bid Item 3305.0108 (Revised Item #43): This item is revised to include water meter box adjustments. The quantity is increased to 57 EA. 3. Revised Section 33 12 10: Originally, water meter box adjustments were subsidiary to the project. This section has been revised to delete the subsidiary provision.Water meter boxes adjustments are covered under the "Miscellaneous Structure Adjustment" bid item#43. Contractor/Bidder Questions: 1) Section 00 4100 and 00 45 12: These sections state the Contractor needs to be prequalified for storm drain work. However, the City does not have a prequalification process for storm drain work. Section 00 4100 and 00 45 12 is revised to delete the prequalification requirement for storm drain work. 2) Sheet 22: Is the purpose of the trenchless construction between Station 258+00 and the manhole at Station 258+37 to avoid the power pole guy wires? If so, is the contractor permitted to open trench this section if it causes no disturbance to the guy wires? Purpose of trenchless construction is to avoid the guy wires. The contractor may have enough clearance to construct by open trench with small equipment or hand digging. 3) Sheet 22: Contractor observed water barrier and fence enclosure at approximate Station 257+75 currently on site and apparently within the alignment of the sanitary sewer plans. What is this enclosure protecting? BHB's subsequent conversation with the property owner indicates that a small, recently discovered sinkhole is inside the enclosure. The property owner has A-2 ADDENDUM 1 Kimbo Road City Project No.02661 `r retained a consulting engineer to investigate, and will coordinate with BHB and the City of Fort Worth. 4) Sheets 52, 53, and 54: Can 1-2 ft more separation be provided between the storm drain and the water& sanitary sewer lines? The storm drain trench is approximately 10-15 ft deep. The water and sewer is shallower than the storm drain and approximately 3-5' lateral distance (varies)from the storm drain. Contractor has concern the water&sanitary sewer trenches may not be stable enough during storm drain installation, assuming water and sanitary sewer are constructed before the storm main. In the deepest section of Storm Drain Line A, BHB and the City suggest the storm system to be constructed before the sanitary sewer and the water line. Because the existing water line is in conflict with open trenching the storm drain in this section, please account for this in the temporary water services bid (lump sum item). BHB suggests the contractor consider constructing the storm, sanitary sewer, *� and water utilities progressively, rather than excavating trenches for each utility separately. We believe this could provide more uniform compaction in the finished roadway. 5) Sheet 153: Does the CMP at the arch pipe connection need to be coated? _ Yes, coated and lined (interior and exterior). In addition, the Contractor shall follow Manufacturer requirements for the connection. .. 6) Sheet 79: Roadway stations 21+60 to 24+00 transitions the crown from the center of the roadway to 8.5' from the left curb. Road paving machinery can not be utilized for this segment of the design. Can the crown be relocated to the roadway centerline? Or can the crown be removed in the split curb segment? No, please proceed as originally designed and use appropriate means and .. methods to construct the roadway segment. BHB has reviewed the design and noted the current design maintains a 3" crown for drainage purposes and has a cross slope, on the steep side of the road, less than 4%. Moving the crown to the centerline would result in a steeper cross slope. If the crown was removed, the drainage design would be negatively impacted. A-3 ADDENDUM 1 Kimbo Road City Project No.02661 i 7) Contractor noted lack of bid items for fences. 2611 & 2643 NE 28th St is the only property within the project with bid items for fence and gate work. All other project fence&gate adjustments& lowerings are considered subsidiary to all other bid items. 8) TxDOT Details for sidewalk and driveway are included in the plan set. Do these take the place of the City's details? — No, the TxDOT details pertain only to the two small sections of sanitary sewer work within the right-of-way of NE 28th Street(TxDOT highway 183). 9) Please clarify the differences among the three Flexible Base bid items. The Proposal Form has been revised so all flexible base bid items and gravel — driveways are combined into revised item #58(9999.0405). 10)What is the difference between the various sidewalk and retaining wall bid items? 1' to 3'tall sidewalk retaining wall (bid item#3232.0100; revised bid#38), as shown on sheet 115, is measured by the square footage of the face of wall. Bid item #3232.0101 (revised bid #39; Conc Ret Wall with Sidewalk, Sidewalk) accounts for the sidewalk adjacent to a 1' to 3' tall wall and entails the space from the face of wall to edge of sidewalk. Retaining wall less than 1'tall (bid item#9999.0408; revised bid item 61), as shown on sheet 114, is measured by linear footage of wall. Bid item #s 3213.0301 (revised bid item#21; 4" Conc Sidewalk) or 3213.0311 (revised bid item#22; 4" Conc Sidewalk, Adjacent to Curb) accounts for the sidewalk i adjacent to a wall less than 1'tall. 11)Contractor noted lack of bid item for Meter box adjustments to final grade. Revised bid item #43 has been edited to include water meter boxes. ., 12)Please describe the work required for the "Miscellaneous Structure Adjustment (Near Water Line Station 14+30)." Will this require modification of an existing structure? Adjustment of the existing water vault/box of concern at station 14+30 is accounted for in Revised bid item #43. The vault is a small concrete box, approximately 1.5x2 and 1 ft deep, with a steel plate lid, within the road right-of-way. Dirt/soil has accumulated in the box. It is unclear whether it is in service, and unclear what its purpose is or was. It could be an old meter box, but this has not been confirmed by the City. BHB is A-4 ADDENDUM 1 Kimbo Road City Project No.02661 w following up with the property owner and Fort Worth Water Department to identify and clarify. Structure modification does not appear to be necessary. 13)What are the driveway measurement and pay limits? There's a discrepancy between the standard driveway detail and specification in regards to the pay limit for the driveway. The detail shows the pay limits to extend into the street, 9"from the back-of-curb. The specification stipulates the w driveway pay limit stops at the projected back-of-curb. It's been decided to proceed under the specification guidelines. Therefore, the Proposal Form and Sheets 107 and 108 have been re-issued to account for the change in driveway pay limit. - 14)Sheets 149-151: Clarify what size lids and grade rings should be used for storm drain manholes and storm drain inlets. 30" grade rings and lids should be used for storm drain manholes. 24" grade rings and lids should be used for storm drain inlets. Detail sheets have been revised to make this distinction. 15)Is it feasible to complete water line construction and activation in front of the elementary school during one summer break? Attendees indicated that the water line can be constructed, tested, and placed in service and other construction finished in front of the school within one summer break period. Water, storm drain and paving construction adjacent to Bonnie Brae Elementary shall be performed during the summer of 2018 while school is not in session. w w A-5 ADDENDUM 1 Kimbo Road City Project No.02661 w This Addendum No. 1,forms part of the Specifications&Contract Documents for the above referenced project and modifies the original Project Manual&Contract Documents of the same. Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: (1) In the space provided in Section 00 4100, Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED&ACKNOWLEDGE ADDENDUM NO. 1" Include a signed copy of Addendum No. 1 in the sealed bid envelop at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 1 below could cause the subject bidder to be considered"NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED Kim Arnold ASSISTANT DIRECTOR OF TRAN POR ATION PUBLIC WORKS _ B J Najib Far , P. ., e ,/ /J k* sttr v1 1re-Manager Company: iuAWr. ,a4►S7'�taG ��/S,6•/� w w w f A-6 ADDENDUM 1 Kimbo Road City Project No.02661 w N300 L£9Z-N 919YZ-% '0a 3vnoS3A 01 HINVAIAS 'N Y1083-NOuomJ1SNO036 CIV06 08MA i N 0ci �Y yu 8 3 U W n g p �c g Y o n O y �t•' 7 i.t Z z w N 4� tt p ?W�Y = a o o Z s �' o & OS e u 3 �� �Z U z v+ sa i m<w 4 m 4 S 5 a o O jL) Q g y g 3 m£ $ 1/�go 2E �u� O O vai z m& SS fib IdY-rv• dd b Rill r e n �� � ��1; q r s a s X1 IIs x � . am it !oIa1a m � � � 4s Mgr 11 1 g r < 7s! MEN'% �11R � � ljjjj",11211,1111111W� g" nab 51 b a •1 � .. � .. 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"-6 MIE'm' ERN E! M3o;ex Ma��"s�I��3�s � O coom F wLL! Lu E- = o � ate' a IPzz " ------------------ Q 1,4 0 LU LU LL LL 1 i gKe� �q►+ 1 ��— .. 1 �j c�'g I 1 1 U {}O. Q O LL ry a v Cl) Z I W a� o a = 4 4 a 4 m F J gag b L R L) N2 mea h zvw,oci �nwB: is �v`�F S^ 6 II I Ing E + II 1 • lV " m B •d q Yd G U m On•pl .P ,0-.9 ,9 531NVA ,9 X21. tlMIN!O H1d39 00 41 00 REV1SED BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o:The Purchasing Division 200 Texas Street City of Fort Worth,Texas 76102 FOR: PAVING, DRAINAGE,WATER&SANITARY SEWER IMPROVEMENTS FOR KIMBO ROAD FROM N. SYLVANIA AVENUE TO MESQUITE ROAD City Project No.: 2661 Units/Sections: UNIT 1:Sanitary Sewer Improvements UNIT 2:Water Improvements UNIT 3: Drainage Improvements UNIT 4: Paving 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00 41 00 00 43 13 00 42 43 00 43 37 00 45 12 00 35 13 Bid Proposal Workbook-REV Form Revised 20150821 ' ' 0041 00 BID FORM Page 2 of 3 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. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. 8"to 12"Sanitary Sewer incl OTOC b. 12"Water Distribution incl OTOC c. 8"Concrete Pavement 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 500 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. S. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00 41 0000 43 13 00 42 43_00 43 3700 45 1200 35 13 Bid Proposal Workbook-REV Form Revised 20150821 i , 0041 00 REVISED BID FORM Page 3 of 3 subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Bid $340,000.00 7. Bid Submittal This Bid is submitted on Month Day, Yea! by the entity named below. Respectfully submitted, Receipt is acknowledged of the Initial following Addenda: By: Addendum No. 1: (Signature) Addendum No.2: Addendum No.3: Addendum No.4: (Printed Name) Title: Title Here Company: Company!Narr14 Nefe Corporate Seal: Address: Address Here; Address Here of Space ,'ity. State Zip Code Here State of Incorporation: State Hcre Email: Your Email AddreFs Here Phone: Yoor Phone Number Her-2 IEND OF SECTION CITY OF FORT WORTH 00 41 0000 43 13 00 42 43 00 43 37 00 45 12 00 35 13 Bid Proposal Workbook-REV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Id, ,,,1111, 004512-1 REVISED PREQUALIFICATION STATEMENT Page 1 of 1 1 SECTION 00 45 12 2 PREQUALIFICATION STATEMENT 3 Each Bidder for a City procurement is required to complete the information below by 4 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 5 major work type(s)listed. 6 Major Work Contractor/Subcontractor Company Name Prequalification Type Expiration Date 8"to 12" Sanitary Sewer incl OTOC 12"Water Distribution 8"Concrete Pavement 7 8 The undersigned hereby certifies that the contractors and/or subcontractors described in 9 the table above are currently prequalified for the work types listed. 10 11 BIDDER: M 12 13 By: 14 Company (Please Print) 15 16 Signature: 17 Address 18 19 Title: 20 City/State/Zip (Please Print) 21 22 Date: 23 END OF SECTION CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 WNV REVI5k:D Iim PRDeosu, P_143 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application P.*I Ilan Inform uiu. Biddda Proposal Bidlia Item No. Deaription Specification S.W.No. Unit of Bid Quantlty Unit Price Bid Value Mee UNIT l:Sanitary Sewer Improvements 11)1 0241.2001 Senitn Line Groutin 024114 CY 60.00 1402 0241.2102 6"Sewer Annndamnenl Plu 024114 EA 12.00 1-03 0241.2103 8"Sewer Abandonment Plug 024114 EA 12.00 1-04 0241.2105 12"Sewer Abandonment Plug 0241 14 EA 4.00 IA5 0241.2201 Remove 4'Sewer Manhole 02 41 14 EA 13.00 I-UC, 3125.0101 Erosion Control Measures SWPPP>_I acre 312500 LS 1.00 11)7 3201,0400 Temporary Asphalt Paving Re uh'2"HMAC on 6"Flex Bax _M-3201 Ie LF 2400.00 1-08 3213.0101 6"Cunt Pvmt 32 131.1 SY 100.00 1.09 3213.0301 4"Co.,Sidewalk 32 13 20 SF 15000 1.10 3213b,101 6"Concrete Urivewas 32 1320 SF 100.00 1.11 32174201 Fye Lane Markin 321723 LF 5000 I-12 3292 0100 Block Sod Placement 3292 13 SY 430.00 _ 1-13 3292.0101 Utility Service Surface Restorauon Sodding 32 92 13 SY 200.00 1-14 3301.0001 Pre-CCTV lnvmti.n includes deanin 33 01 31 LF 430000 1-I5 113010002 Post-CCTV Ins tion 3101 31 LF 4630.00 146 330/2101 Manhole Vecuum Test 330130 EA 2700 1.17 33050109 Trench Safer, 33 05 IO LF 2960.00 1.18 33050112 C-ele NM Cull.N Un-proved Area 33 M 17 EA 9.00 1-19 3305.0113 Trench Water Stu s 330515 EA 1,00 1-20 3305.1004 24"C-g 13V Om Cut 33 05 23 LF 90.00 1-21 3305.3002 8"Sewer Carrier Pi (8"Ductile Iron Sewer Pi a with s - 33 05 24 LF 9000 I-22 3331.0102 6"Sewer Pipe,Point Re air for Pi End.ement includes saxadiaeunc. 33 3122,33 31 23 LF 16000 1-23 3331.1102 8"Sanitary Sea,rr Pi a Enl amen IncluJex ries of 8"HDPE Sewer Pi 33 3123 LF 800.00 vice 1-24 3331.1201 SerReinstammcut,Pi Er 'emenr M-333123 EA 2000. 1-25 13331 3101 4"Sewer Service M-33 31 50 EA 23.U0 {-26 3331 1105 4"Private Sewer Service M-33 31 50 LF 1011.00 1-27 3331.32U1 6"Sewer Service M-333150 EA 600 1-28 3331.3314 4"Sewer Service Reinstatement main or lateral constructed by venchless method M-33 3150 EA 9.00 ............................ 1-29 3331.4108 6"Sewer Pi 33 11 10 33 31 12,13 3120 LF 4011(1 1-30 3331r,1115 8"Sewer Pi 3111 10,33 31 12,33 1120 LF 1200.00 1.31 3331 Al l9 8"DIP Sewer Pi 33 11 IU LF 620.00 1.32 3331.4208 12"Sewer Pipe SDR-25 33 11 IU 33 31 12,33 3120 LF 670.0() --- 1-33 33390001 E xv Manhole 1- 33 39 60 VF 9000 1-34 3339.1001 4'Manhole 33 39 10,33 3920 EA 15.00 1-35 13339.1002 4'Dv Manhole 33 39 10 33 39 20 EA 2.UU 1-36 3339.1003 4'Extra Depth Manhole 33 39 10,33 39 20 VF 40.10 1-37 3339,I0114 4'Shallow Marjule 33 39 10 33 39 20 EA 3.00 1-38 3339.1006 4'Fihe lass Manhole 33 3930 EA 1.00 I-39 3339.1008 4'Fiber Iris"Ira Depth Manhole 13.139 30 VF 156 _ 140 3339.1101 5'Mmrhole33 39 10,33 3920 EA 5.00 141 3339.1102 5'DropManhole Ma3139 10,33 3920 EA 1.00 . ................... 142 3339.1103 5'E-Depth MaMule 33 39 IU 33 39 20 VF 30.00 143 34710001 Traffic Control 347113 MO 6110 144 199990100 ConsWctian Smkin 017123 LS 1.00 145 19999.0101 As Built Surve rt-naruaion UI 7123 LS 1.00 14699990102 tl"SS Pi by other-thanb n cut L-1841 9999.0003 LF 530.00 147 9999.0103 8"Ductile Iron Pi other-0"" eo cat L-3392 and L-3392A 9999.0003 LF 550.00 -- " 148 9999.0104 DIP Pi other-than-o cut M-18tH' 9999.0003 LF 50.00 149 9999.01 U5 Sanitary Sewer Improvements Conxtr hon Allowance 9999.0001 LS 1900 wowwol X$80000.011 UNIT I:Sanitary Serer Improvements suhtwal Bidlist Item No. Devcriplion Speeillcation Section No. Ilrhil of Bid Quantity Measure Unit Price Bid Value UNIT 2:Water Improvement, 21)1 0241.IW1 Water Lire utin Alwndoument.with CLS1,151-able Fill (1241 14 CY 50011 2.02 0241.1118 4"-12"Pressure Plug 0241 14 EA 1.00 2-0'1 0241.1218 4"-12"Water Abandonment Plug024I 14 EA 10.00 2-00 0241.1301 Remove and salvo e4"Water Vudve 024114 EA 3.IN1 21)5 0241.1302 Rem-and.1,.gc 6"Water Valve 02 41 14 EA I0.00 2-U6 0241.1307 Remove and salver e8"Water Vafve 024114 EA 13.00 2-117 0241.1304 Remove end salvo a IU"Wafer Vulva 02 41 4 EA 1.00 _. ..._.............. 2-08 0241.1510 q.1--Fve H'drwa 024I 14 EA 6.00 2-09 0241.1602 Remove Concrete Water Veldt 0241 14 EA 1.00 2-IU 3125.0101 Emsion Control Meas.es SWPPP>_I acre 3125 UO LS Ion 2.11 3201,0117 IU'Wide A halt PvmI Repwwr.Residential 32 01 17 LF 3000 2-12 3201.0400 Temporary A halt Poing Repair 2"HMAC on 6"Flex Bax 3201 18 LF 580000 2-13 3201.0614 Co.P-t Repair.Residential 32 0129 SY 80.00 _ -- 2-14 3201.0616 Conc Pm(Repait,AneriaVlnduslnol 32 01 29 SY 790.00 245 3292.0100 Block Sod Placement 3292 13 SY 840.00 -'- 2.16 3304.0101 Tem r Water Service 330430 LS 1.00 .................. .. 2-17 3305.0005 12"Waterline Lowerina 33 05 12 EA 9.00 2-IS 3305.0109 Tren,h 3afen 33 05 10 LF 5245.00 2-19 13305M03 Imported Embedment/Backfill CLSM FI-ble Fill 0334 13 CY 5.00 2-20 3311.0001 Do,tile Iron Water FitungswW Rextraint 33 11 11 TON MU _ 2.21 3311.0061 4"PVC Water Ph DR 14 33 11 12 LF 60.00 2-22 3311.0161 6"PVC Water Ph IDR 14 33 11 12 LF 170.00 2-23 331111261 8"PVC Weler Pi DR 14 33 11 11 LF 320.00 2-24 3311.0461 12"PVC Water Pipe DR 14 33 11 12 LF 4510.00 2-25 3312(1001 Fire Hvdmnt 33 2240 EA V ' 2.26 331211117 C-t-W Existm 4"-12"Water Main 33 12 25 EA 1000 2-27 3312.1002 2"Combination Air Valve Asienhly for Water 33 12 30 IFA 1.00 CITY OF PORT WORTH STANDARD CONITRUITON SPBCMCATION D0(7t AM mal m_ma1>_OO U It W 433]0001]m30 13_BW Propad Wa .6RBV Ree Rid 2DI30120 .1ddodtun No I m12U 0R'4AnNtS4L Pp 203 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Infarmalion Bidder,Ihnpord BidliA Item No. Description Speeif tion Seton No. Unts� Bid Quantity Unit Price Bid Value Mes _. ..._......... 2-28 3312.2001 1"Water Smice Meter Reconnection M-331210 EA 39.00 2.29 33121003 I"Water Service I New M•33 12 10 EA Jr1 2-30 33!2.2004 I"Privaic Water Service40,0s)M"331210 LF 18000 2.31 3312.2201 Commercial Water Service,Meter Reconnection 2"n'ical M-331210 EA 1500 2-32 3312.2203 Commercial Water Smice T'typical)1 New M-33 12 10 EA 16.00 2-33 3312.2204 Commercial Prow!,Water Service(2"typical) M-33 12 10 LF 80.00 2-34 3312.3001 4"Gate Valve 33 1220 EA 2,00 2.35 3312.3002 6"Gate Valve 33 1220 EA It)00 2-36 3312.3003 8"Gate Vsl a 33 12 20 EA 6.00 2-37 3312.3004 10"Gate Vatre 33 12 20 EA 2.00 - 2.38 3312.3005 12"Gone Valve 33 12 20 EA 12.00 2-39 3312.6001 4"Blow Off Valve 331260 EA 1.00 240 3471.0001 Tmmc Control 3471 13 MO 5.0(1 241 9999.0100 Construction Staking 01 7123 LS 1.00 242 9999.0101 As"Built Surve ,t c m Am tmn 01 7123 LS 1.00 243 99990200 12"lllP Water Pi b Olher-than- en"Cul 9999.0003 LF 30.00 99 1 1 u e v<,camp et<m p ace.me a mg o me copper-ire pipe ewt (ion u 2-44 main shown.details Wa4r Details I S EA 1.00 245 9999.0202 Water lm roremems,Construction Allowance 199990001 LS 1.00 560,000.00 560000.00 UNIT 2.Water lm rovomems subtotal Bidlist hem No. Description Spaif tion Section No. Unit of Bid Quantity Unit Prier Bid Valve Measure UNIT 3:Draina a Im naw enter ."1 0241.0900 Remove Misc Cone SWcNrc Concrete Flume(Embankmann 024113 FLS . 9,00 3-02 0241.3011 Remove 15"and Smaller Diameter"arm Line 0241 14 51100 3-03 0241.3013 Remove 18"Swg!Line 0241 14 475.00 344 0241.3015 Reprove 24"Storm Line 0241 14 150.00 3.05 024/,3019 Remove 36"Stoma Line 0241 14 120(8) 3-06 0241 30:3 Remove 48"Sturm Line 0241 14 7O.04 µ,., 3-07 0241.4001 Remove 10'Curb Inlet 0241 14 2.00 3-08 0241 4202 Remove 5'Dm Wet 0241 14 1.00 3A9 3125 0101 Erosion Control Mmsves SWPPP>_1 acre 31 25 N1 1.00 3-10 3201.0400 Temporary Asphalt Pavia Repair 32 01 I8 LF 2700.00 3-II 3305.0109 Trench Sofen- 33 LF 2785.00 ?-12 3341.n201 21"RCP,E.,III 3141 10 LF 95 n0 3-13 3341.02115 24"RCP Class Ill 33 41 10 LF 70.0(1 3-14 3341.0208 27"RCP,Ch.[11 3341 in LF 275.M) 3.15 33410302 30^RCP,Class IN 33 41 10 LF 75(a) 3-Ib 3341.0409 48"RCP Class Ill 33 41 10 LF 50.00 3.17 3341.1001 3x2 Box Culvert 3341 10 LF 40.00 3-18 13341,1101 4x2 Box Culvert 334110 LF 1500 3-19 3341.1102 40 Box Culvert 33 41 10 LF ISAG 3,20 3341.1201 50 Box Culver 3341111 LF 5411.00 .,, . 3-21 3341.1303 6x4 Box Culver, 3341 10 LF 795(m 3.12 3341.1402 7,4 Box Culvert 3341 10 REA . 70.00 3.23 3341.1403 7x5 Box Culvert 33 41 10 15.00 3.24 334690006 4"Pi Underdmin.T 6 As Necesse�With Ci A roval M-33 46 00 50.00 3-25 3349.0002 5'Storm Junction Box 3349 IU 2.04 3.26 3349,0003 6'Sloan Junction Box 33 49 10 3.00 3-27 3349 0104 4'Stncked Manhole 33 49 10 3.(8) 3-28 3349.5001 10'Curblnlet 334920 400 3-29 3349.5002 15'Curb Inlet 33 49 20 300, __.................... 3-30 3349.5003 20'Corb Wet 33 49 20 6.00 3-31 3349.5004 30'Cmb Inlet 334920 EA 100 3.32 3349.8001 10'"I'Vise 2Inlet 33 49 20 EA 100 3.33 3349.8002 15'Tvm 2 Inlet 33 4920 EA 1.00 3.34 3471.0001 Tm1Bc Control 34 71 13 MD 6.00 3-35 9999.01(10 Conswctinn Slakin 01 71 23 LS 100 3-36 9199.0300 Remove 3'Wide Trench Drain 024114 LF 24.00 3-37 9999 0301 Connect SD Line A&AA to Existin 16'.111 Arch fine, 11,torm Sewer Detanls 9 LS t nn 3-38 9999.0302 5'x2'Box Cuh'ert(RCB) 221,"1 241B3 LF 73000. 3-39 9999.03093 3'DropInlet 33 49 20 EA 2 00 340 99'190304 Drain,e Inalanvormins C.mmachnn Allowance 999901101 LS 1.00 560(81000 560000M UNIT 3.Dmina a Improvements sulamal UNIT 4:Paving Imistravements 4411 0241.0100 Remove Sidewa0: 02 41 13 SF 105000 4-02 0241.0401 Remove Concrete Drive 02 41 13 SF 13900.00 4-03 0241 0402 Remove Asphalt[hive 02 41 13 SF 1290000 4-M 0241,0500 Remove Fence 024113 LF 40.00 4-05 02410700 Remove,S.],saus.Repair&Reinstall or Retolue Mailbox at 2932 3026 3032&3108 Ktmbn Rn 02 41 13 EA 8.00 1 4-06 0241.1000 Remove Co.,Rdw Pvmt 0241 15 SY 650.00 4-07 0241.1100 Remove AT1,11 RI-Pvmt 02 41 15 SY 1497500 4-08 0241.1300 Remove Cone Curb&Guttcr 024115 LF 27500 4-09 13110.0102 6"-12"Tree Removal 31 10 00 EA 7.00 4.10 131100103 12"-18"Tree Removal 31 1000 EA 1 Iltl 0 4-11 131100104 18"-24"Tree Removal 31 1000 EA 1 4001 1 Crit r>i POMT 1YaAt]I STANOAP�(�7RI/[MON 6�La1CAl1(1N 00(lla�a m11m mU134001 0a43)]0015 I2_m 330 BN Ay,udunn kn.I spa.tlavirod mlmlm .0.ddtytdum Nn.I RG V ISED etD wr3MM pp3or) SECTION DD 42 dS PROPOSALFORM UNIT PRICE BID Bidder's Application Pmjct It Wr dua BWdds Proposal Bidlin Item No. Description Speeif-tion S,edon No. Umt of Bid Qunnliq• Unit Price Bid Value Mees arc 4-12 3110.0105 24"mrd Lm er Tree Removal 31 1000 EA 900 4.13 3123.0101 Unclassified Excavation by Plan Cm&Haul-Of 31 23 I6 CY 975000 4-14 3124,0101 EmbankmeMb Plan Tran rt&Place w/m Site) 3124011 CY 250.00 4.15 3125.0101 Erosion Control Measures SWPPP>Iacre 311510 LS 1.00 4.16 3211.0400 H drated Lime 31 I1 29 TN 383.64 4-17 32110502 8"Line Treatment 32 11 29 SY 16325.00 4-18 3212 1001 HMAC Tranattion al Street Int-tums 32 12 16 TN 140.00 4.19 3213 0103 8"ReinfCon,Pvmt 32 1313 SY 15400.1N1 4.20 3213.0201 6`Cunt Pvmt HES As Nec aan With Ci_A ruval 321313 SYR I000 4.21 3213.0301 4"Co.,Sidewalk 32 1320 SF 2431N)W 4-22 32130311 4"Cunc Sidewnik Ad'a,enl To Curt 32 1320 SF 1090.00 413 321331401 6"Cm emte D-ewnv Cummerctal alt R-demml 32 13 20 SF 25000.00 424 3213.05(4 B-c,Free kem T M•2 32 13 20 EA 1.00 4.25 3213.0505 Barrier Free Ram T M•3 32 1320 EA 2.00 4-26 32130506 Bonier Free Rum,T P-I 32 1320 EA 2.0 4.27 32170507 Barrier Free Ramp,T P-i 32 13 20 EA 200 4.28 3216.0101 6"Cunc Curb and Gunn 32 16 13 LF 18500 4.29 3217.0001 4"SLD P-Markin HAS W For Private Uae/1a 2611&2643 NE 28th St. 32 1723 LF 100.00 4.30 3217.0002 4"SLD Pvmt Markin IIAS Y 32 1723 LF 8275,00 4-31 3217 0201 8"SLD Pvmt Mark' HAS W 32 1723 LF 40.00 4-32 3217.0501 24"SLD P,mt Markin RAE W 32 1723 LF 380.0 4.31 1217.1002 Lane Le end Arrow 32 1723 EA 2.00 4-34 3217.2102 REFL Rinsed Marker TY I-C 32 17 23 EA 3.00 4.35 32171103 REFL Raised Marker TY 11-A-A 32 1723 EA 105.00 4-36 32114301 Remove 4'Pvmt Markin rD 2611&2643 NE 288 St. 32 1723 LF 150.0 4-37 3217.5001 C'nrb Address Pointm m 3501 K.bu Rd 32 1725 EA 2,0 4-78 323201110 Cunc Ret Wa11 with Sidewalk,Face 1'-T Tell Well 72 31 13 SF 10000 4-39 3232.0101 Co.,Rel Wall with Sidewalk Sidewnik 1'-3'Tell Well 32 32 13 SF 16000 _ 440 3291.0100 Topsoil 4"Depth) 3291 19 CY 1200.0( 4-01 3292 0100 Block Sod Placement 32 92 13 SY 10401100 ......................... 4-02 330511107 Manhnle Ad'ustmen Minor 330514 EA 2`).00 4-43 3305.0108 Miscellaneous Swcture Adpasmm,Includin Water Meter Boxes 330514 EA 57.00 444 33050111 Valve Box Ad'mDnrnt 330514 EA 30.00 4-05 3441.1833 Rel--.te School Zone Flash' Assembly(Solar 344)10 EA 1,00 446 3441,4003 Fumish/lnamll Alum Sin Ground Wont Ci Std 3441 31 EA 8.00 447 3441.4006 Insall Alum Sum Ground Mount 3441 30 EA 200 448 2441408 Remove Sim Panel and Poat 3441 30 EA 6.00 4-09 344141(9 Remove St oPaml 344130 EA 2.00 4.59 3441.4110 Remove and Reinstall Sijm Panel and Post 3441 30 EA 15.00 451 3471.0001 TretLc Control 347113 MO 12.00 4.52 9999.0100 C.m-fion Swkw01 71 23 LS 1.00 _. _. .. 4-53 99990400 Barrier Free Pumm,Modified Tv R-IA 321320 EA 2.00 4-54 199990401 Barrier Free Rom.Modif d Tv a R-I B 32 13 20 EA 6.0 01 : 9999 0402 Hainer Free kms.Mndrf ed T e R.IC 32 13 20 EA 200 9999.0403 Mc,Free Ram MudiOed Tv R-I D 32 1320 EA 2.00 9999114114 Barrer Free Ram,Wdifiedv c P-I 32 13 211 EA I.W 9999.0405 Flexible Bare 321123 CY 110.Ut) '- 9999.0406 3'Steel Tohe Fen,e b12611&2643 NE 288 St. 3231 13 LF 20.00 99990407 25'Gale Steel(N 2611&2643 NE 28th St 32 31 26 EA 1.00 99990408 Sidewalk Curb Rcu mm Wall Le.Than J'Tail) 32 32 13 LF 375.00 9999.04(19 Mise.Utility Relocn0uns/Ad'usnnents(1mRation Adustmrnl Alllowance 99990002 LS 1.00 20000.00 $20,00000 4.63 9999.1410 Ad'usl Ewst.Schuul Zune Fleshin Assenrbl-to Pm Grade 3441 10 EA 1.00 4{eq 9999.M 11 Pavia I.D.-ems ConsWction Allowance 99990001 L.5 1001 120000.00 s120.f1110.0 UNIT 4 Paving ImTwovMwM w" )ld Swaw-y Toad Lal IND OF SECTION QTY DFF TWOIt1N 0,1 aaW V 11_N Q OON37 W V 12_w 35 D WRV nARD CONSTMON9EVMCATTUNDWNf3 tnm Fooa ttevl.r 2Y)2m2Y Addendum No.1 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 1113 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Paving,Drainage,Water& Sanitm Sewer Improvements for 6 Kimbo Road from Sylvania Avenue to Mesquite Road City Project No. 02661,will be received 7 by the City of Fort Worth Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 200 Texas Street 12 Fort Worth,Texas 76102 13 until 1:30 P.M. CST,Thursday,December 07,2017,and bids will be opened publicly and read Y 14 aloud at 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the(approximate)following: 18 15,250 SY of 8"Reinforced Concrete Pavement, 19 2,220 LF of 3'x2'RCB to 7'x5'RCB, 20 565 LF of 21"48"RCP, 21 4,565 LF of 12"DR-14 and DIP Water, 22 490 LF of 6"-8"DR-14 Water, 23 670 LF of 12"SDR-26 Sanitary Sewer, & 24 4,130 LF of 8"SDR-26, DIP and HDPE Sanitary Sewer 25 _ 26 PREQUALIFICATION 27 The improvements included in this project must be performed by a contractor who is pre- 28 qualified by the City at the time of bid opening. The procedures for qualification and pre- 29 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 30 31 DOCUMENT EXAMINATION AND PROCUREMENTS 32 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 33 of Fort Worth's Purchasing Division website at http://fortworthtexas. ov/purchasing/ and 34 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 35 Contract Documents may be downloaded,viewed,and printed by interested contractors and/or 36 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 37 Parties Form 1295 and the form must be submitted to the Project Manager before the 38 contract will be presented to the City Council. The form can be obtained at 39 littps://www.ethics.state.tx.us/tec/1295-Info.htm. 40 41 Copies of the Bidding and Contract Documents may be purchased from: 42 Baird,Hampton&Brown,Inc. 43 3801 William D.Tate Blvd. Ste. 500 44 Grapevine,Texas 76051 45 - 46 The cost of Bidding and Contract Documents is: 47 Set of Bidding and Contract Documents with full size drawings: $300 48 Set of Bidding and Contract Documents with half size drawings: $150 49 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.-02661 Revised December 22,2016 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: Tuesday,November 14,2017 5 TIME: 2:00 PM 6 PLACE: City Hall 7 200 Texas Street 8 Fort Worth,TX 76102 9 LOCATION: TPW Conference Room 270,2nd Floor,Transportation and Public Works 10 11 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 12 City reserves the right to waive irregularities and to accept or reject bids. l 13 14 INQUIRIES 15 All inquiries relative to this procurement should be addressed to the following: 16 Attn: Mary Hanna,PE, Sr. Professional Engineer,City of Fort Worth 17 Email:Mary.Hanna@fortworthtexas.gov 18 Phone: 817-392-5565 19 AND/OR 20 Attn: Gene Capps,P.E.,&Karen Stafford-Brown,P.E.,Baird,Hampton,&Brown Inc. 21 Email: gcapps@bhbinc.com&kbrown@bhbinc.com _ 22 Phone: 817-251-8550 23 24 ADVERTISEMENT DATES 25 Thursday,November 02,2017 26 Thursday,November 09,2017 27 END OF SECTION CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN.-02661 Revised December 22,2016 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 10 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 7 00-GENERAL CONDITIONS. 8 9 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. �- 11 12 1.2.1. Bidder: Any person, firm,partnership,company,association,or corporation acting 13 directly through a duly authorized representative,submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder:Any person, firm,partnership, company,association,or _ 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided)makes an award. 23 ` 24 2. Copies of Bidding Documents 25 26 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations - 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalification of Bidders(Prime Contractors and Subcontractors) 34 35 3.1.All Bidders and their subcontractors are required to be prequalified for the work types _ 36 requiring prequalification at the time of bidding.Bids received from contractors who are 37 not prequalified(even if inadvertently opened) shall not be considered. Prequalification 38 requirement work types and documentation are as follows: 39 y 40 3.1.1. Paving—Requirements document located at: 41 hUs://projecWoint.buzzsaw.com/fortworth2ov/Resources/02%20- 42 %20Construction%2ODocuments/Contractor%o2OPrequalification/TPW%2OPaving 43 %20Contractor%2OPregualification%2OProg m/PREOUALIFICATION%20REO 44 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 45 46 Prequalified Paving Contractors at: 47 https://I)roiectgoint.buzzsaw.com/ bz rest/Web/Home/Index?folder=37331#/ bz r 48 est/Web/Item/Details?id=816404 49 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 21,2015 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 3.1.2. Roadway and Pedestrian Lighting-Requirements document located at: 2 haus://Drojectpoint.buzzsaw.com/fortworthizyov/Resources/02%20- 3 %20Construction%2ODocuments/Contractor%2OPregualification/TPW%2OPaving 4 %20Contractor%2OPregualification%2OProuram/PREOUALIFICATION%20REO 5 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 6 *' 7 Prequalified lighting contractors at: 8 haps://Droiecipoint.buzzsaw.com/ bz rest/Web/Home/Index?folder=37331#/ bz r 9 est/Web/Item/Details?id=1087633 .t 10 11 3.1.3. Water and Sanitary Sewer-Prequalified contractor list available for download at; 12 haps://projectpoint.buzzsaw.com/ bz rest/Web/Home/Index?folder=37331#/ bz r 13 est/Web/Item/Details?id=1918040 14 15 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 16 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 17 45 11,BIDDERS PREQUALIFICATIONS. 18 19 3.2.1. Submission of and/or questions related to prequalification should be addressed to - 20 the City contact as provided in Paragraph 6.1. 21 22 - 23 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 24 bidder(s)for a project to submit such additional information as the City,in its sole 25 discretion may require,including but not limited to manpower and equipment records, - 26 information about key personnel to be assigned to the project,and construction schedule, 27 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 28 deliver a quality product and successfully complete projects for the amount bid within 29 the stipulated time frame. Based upon the City's assessment of the submitted 30 information, a recommendation regarding the award of a contract will be made to the 31 City Council. Failure to submit the additional information,if requested,may be grounds 32 for rejecting the apparent low bidder as non-responsive.Affected contractors will be 33 notified in writing of a recommendation to the City Council. 34 35 3.4.In addition to prequalification,additional requirements for qualification may be required 36 within various sections of the Contract Documents. 37 38 39 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 40 41 4.1.Before submitting a Bid,each Bidder shall: - 42 43 4.1.1. Examine and carefully study the Contract Documents and other related data 44 identified in the Bidding Documents(including"technical data"referred to in _ 45 Paragraph 4.2.below).No information given by City or any representative of the 46 City other than that contained in the Contract Documents and officially 47 promulgated addenda thereto, shall be binding upon the City. 48 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 21,2015 ' 002113-3 INSTRUCTIONS TO BIDDERS Page 3 of 10 1 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general,local and 2 site conditions that may affect cost,progress,performance or furnishing of the 3 Work. 4 5 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 6 progress,performance or furnishing of the Work. 7 8 4.1.4.Be advised,City,in accordance with Title VI of the Civil Rights Act of 1964,78 9 Stat.252,42 U.S.C.2000d to 2000d-4 and Title 49,Code of Federal Regulations, 10 Department of Transportation, Subtitle A,Office of the Secretary,Part 21, 11 Nondiscrimination in Federally-assisted programs of the Department of _ 12 Transportation issued pursuant to such Act,hereby notifies all bidders that it will 13 affirmatively insure that in any contract entered into pursuant to this advertisement, 14 minority business enterprises will be afforded full opportunity to submit bids in 15 response to this invitation and will not be discriminated against on the grounds of 16 race,color,or national origin in consideration of award. 17 18 4.1.5. Study all: (i)reports of explorations and tests of subsurface conditions at or 19 contiguous to the Site and all drawings of physical conditions relating to existing 20 surface or subsurface structures at the Site(except Underground Facilities)that 21 have been identified in the Contract Documents as containing reliable"technical 22 data" and(ii)reports and drawings of Hazardous Environmental Conditions,if any, 23 at the Site that have been identified in the Contract Documents as containing 24 reliable "technical data." 25 26 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 27 the information which the City will furnish. All additional information and data 28 which the City will supply after promulgation of the formal Contract Documents 29 shall be issued in the form of written addenda and shall become part of the Contract 30 Documents just as though such addenda were actually written into the original 31 Contract Documents.No information given by the City other than that contained in 32 the Contract Documents and officially promulgated addenda thereto,shall be 33 binding upon the City. 34 35 4.1.7. Perform independent research,investigations,tests,borings,and such other means 36 as may be necessary to gain a complete knowledge of the conditions which will be 37 encountered during the construction of the project.On request,City may provide 38 each Bidder access to the site to conduct such examinations,investigations, 39 explorations,tests and studies as each Bidder deems necessary for submission of a 40 Bid. Bidder must fill all holes and clean up and restore the site to its former 41 conditions upon completion of such explorations,investigations,tests and studies. 42 w CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 21,2015 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 2 cost of doing the Work,time required for its completion, and obtain all information _ 3 required to make a proposal. Bidders shall rely exclusively and solely upon their 4 own estimates,investigation,research,tests,explorations,and other data which are 5 necessary for full and complete information upon which the proposal is to be based. 6 It is understood that the submission of a proposal is prima-facie evidence that the 7 Bidder has made the investigation,examinations and tests herein required. Claims 8 for additional compensation due to variations between conditions actually 9 encountered in construction and as indicated in the Contract Documents will not be 10 allowed. 11 12 4.1.9. Promptly notify City of all conflicts,errors,ambiguities or discrepancies in or - 13 between the Contract Documents and such other related documents.The Contractor 14 shall not take advantage of any gross error or omission in the Contract Documents, 15 and the City shall be permitted to make such corrections or interpretations as may 16 be deemed necessary for fulfillment of the intent of the Contract Documents. 17 18 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of- 19 20 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 21 the site which have been utilized by City in preparation of the Contract Documents. 22 The logs of Soil Borings, if any, on the plans are for general information only. 23 Neither the City nor the Engineer guarantee that the data shown is representative of 24 conditions which actually exist. 25 T 26 4.2.2. those drawings of physical conditions in or relating to existing surface and 27 subsurface structures(except Underground Facilities)which are at or contiguous to 28 the site that have been utilized by City in preparation of the Contract Documents. 29 30 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 31 on request. Those reports and drawings may not be part of the Contract 32 Documents,but the "technical data"contained therein upon which Bidder is entitled 33 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 34 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 35 responsible for any interpretation or conclusion drawn from any"technical data" or 36 any other data,interpretations, opinions or information. 37 38 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 39 that Bidder has complied with every requirement of this Paragraph 4, (ii)that without 40 exception the Bid is premised upon performing and furnishing the Work required by the 41 Contract Documents and applying the specific means,methods,techniques, sequences or 42 procedures of construction(if any)that may be shown or indicated or expressly required 43 by the Contract Documents,(iii)that Bidder has given City written notice of all 44 conflicts,errors, ambiguities and discrepancies in the Contract Documents and the 45 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 46 etc.,have not been resolved through the interpretations by City as described in 47 Paragraph 6., and(iv)that the Contract Documents are generally sufficient to indicate 48 and convey understanding of all terms and conditions for performing and furnishing the 49 Work. 50 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 21,2015 002113-5 INSTRUCTIONS TO BIDDERS Page 5 of 10 1 4.4.The provisions of this Paragraph 4, inclusive,do not apply to Asbestos,Polychlorinated 2 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 3 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 4 Documents. 5 6 5. Availability of Lands for Work,Etc. 7 8 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for - 9 access thereto and other lands designated for use by Contractor in performing the Work 10 are identified in the Contract Documents. All additional lands and access thereto 11 required for temporary construction facilities,construction equipment or storage of 12 materials and equipment to be incorporated in the Work are to be obtained and paid for 13 by Contractor. Easements for permanent structures or permanent changes in existing 14 facilities are to be obtained and paid for by City unless otherwise provided in the 15 Contract Documents. 16 17 5.2.Outstanding right-of-way,easements,and/or permits to be acquired by the City are listed 18 in Paragraph SC 4.01 of the Supplementary Conditions.In the event the necessary right- 19 of-way,easements, and/or permits are not obtained,the City reserves the right to cancel 20 the award of contract at any time before the Bidder begins any construction work on the 21 project. - 22 23 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 24 way, easements,and/or permits,and shall submit a schedule to the City of how 25 construction will proceed in the other areas of the project that do not require permits 26 and/or easements. 27 28 6. Interpretations and Addenda 29 30 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 31 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 32 received after this day may not be responded to. Interpretations or clarifications 33 considered necessary by City in response to such questions will be issued by Addenda 34 delivered to all parties recorded by City as having received the Bidding Documents. 35 Only questions answered by formal written Addenda will be binding. Oral and other 36 interpretations or clarifications will be without legal effect. 37 38 Address questions to: 39 40 City of Fort Worth - 41 200 Texas St. 42 Fort Worth,TX 76102 43 Attn: Mary Hanna,PE, Sr Professional Engineer,City of Fort Worth 44 Fax: 817-392-8092 45 Email: Maa.HannaAfortworthtexas.gov 46 Phone: 817-392-5565 _ 47 48 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 21,2015 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 10 1 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 2 City. 3 6.3.Addenda or clarifications may be posted via Buzzzsaw at 4 haps://vrojecipoint.buzzsaw.com/ bz rest/Web/Home/Index?folder=37331#/ bz rest/W ' 5 eb/Item/Items?folder-990859 6 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 7 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 8 Project. Bidders are encouraged to attend and participate in the conference. City will 9 transmit to all prospective Bidders of record such Addenda as City considers necessary 10 in response to questions arising at the conference. Oral statements may not be relied 11 upon and will not be binding or legally effective. 12 _ 13 7. Bid Security 14 15 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 16 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 17 the requirements of Paragraphs 5.01 of the General Conditions. 18 19 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 20 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 21 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 22 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. - 23 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 24 other Bidders whom City believes to have a reasonable chance of receiving the award 25 will be retained by City until final contract execution. 26 27 8. Contract Times 28 The number of days within which,or the dates by which,Milestones are to be achieved in 29 accordance with the General Requirements and the Work is to be completed and ready for 30 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 31 attached Bid Form. 32 T 33 9. Liquidated Damages 34 Provisions for liquidated damages are set forth in the Agreement. 35 36 10. Substitute and "Or-Equal" Items 37 The Contract,if awarded,will be on the basis of materials and equipment described in the 38 Bidding Documents without consideration of possible substitute or"or-equal"items. 39 Whenever it is indicated or specified in the Bidding Documents that a"substitute"or"or- 40 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 41 City,application for such acceptance will not be considered by City until after the Effective - 42 Date of the Agreement. The procedure for submission of any such application by Contractor 43 and consideration by City is set forth in Paragraphs 6.05A.,6.05B. and 6.05C. of the General 44 Conditions and is supplemented in Section 0125 00 of the General Requirements. 45 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 21,2015 0021 13-7 INSTRUCTIONS TO BIDDERS v Page 7 of 10 1 11. Underdrain Bid Item—As Necessary With City Approval 2 This item is included for the purpose of establishing a contract price for underdrain 3 installation.If during construction, field condition encountered warrant installation of an 4 underdrain,the Contractor shall obtain approval from the City prior to installation of an 5 underdrain. If field conditions are good and an underdrain is not installed,then this bid item = 6 will not be paid for. If City approval is not obtained prior to installation,this bid item may 7 not be paid for. 8 9 12. Subcontractors,Suppliers and Others 10 11 12.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 12 12-2011 (as amended),the City has goals for the participation of minority business 13 and/or small business enterprises in City contracts.A copy of the Ordinance can be 14 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 15 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 16 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 17 Venture Form as appropriate.The Forms including documentation must be received 18 by the City no later than 2:00 P.M. CST,on the second business days after the bid ` 19 opening date. The Bidder shall obtain a receipt from the City as evidence the 20 documentation was received.Failure to comply shall render the bid as non- 21 responsive. 22 23 12.2. No Contractor shall be required to employ any Subcontractor, Supplier,other person 24 or organization against whom Contractor has reasonable objection. 25 26 13. Bid Form 27 28 13.1. The Bid Form is included with the Bidding Documents; additional copies may be 29 obtained from the City. 30 31 13.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 32 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 33 the Bid Form. A Bid price shall be indicated for each Bid item,alternative,and unit 34 price item listed therein. In the case of optional alternatives,the words"No Bid," 35 "No Change," or"Not Applicable"may be entered.Bidder shall state the prices, 36 written in ink in both words and numerals, for which the Bidder proposes to do the 37 work contemplated or furnish materials required.All prices shall be written legibly. 38 In case of discrepancy between price in written words and the price in written 39 numerals,the price in written words shall govern. 40 41 13.3. Bids by corporations shall be executed in the corporate name by the president or a 42 vice-president or other corporate officer accompanied by evidence of authority to 43 sign. The corporate seal shall be affixed. The corporate address and state of 44 incorporation shall be shown below the signature. 45 46 13.4. Bids by partnerships shall be executed in the partnership name and signed by a 47 partner,whose title must appear under the signature accompanied by evidence of 48 authority to sign. The official address of the partnership shall be shown below the 49 signature. 50 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 21,2015 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 10 1 13.5. Bids by limited liability companies shall be executed in the name of the firm by a 2 member and accompanied by evidence of authority to sign. The state of formation of 3 the firm and the official address of the firm shall be shown. 4 5 13.6. Bids by individuals shall show the Bidder's name and official address. 6 7 13.7. Bids by joint ventures shall be executed by each joint venturer in the manner 8 indicated on the Bid Form. The official address of the joint venture shall be shown. 9 10 13.8. All names shall be typed or printed in ink below the signature. 11 12 13.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 13 which shall be filled in on the Bid Form. 14 15 13.10. Postal and e-mail addresses and telephone number for communications regarding the 16 Bid shall be shown. 17 18 13.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 19 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance = 20 to State Law Non Resident Bidder. 21 22 14. Submission of Bids 23 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 24 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 25 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 26 envelope,marked with the City Project Number,Project title,the name and address of 27 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 28 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 29 envelope with the notation"BID ENCLOSED" on the face of it. 30 31 15. Modification and Withdrawal of Bids 32 Y 33 15.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 34 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 35 must be made in writing by an appropriate document duly executed in the manner 36 that a Bid must be executed and delivered to the place where Bids are to be submitted 37 at any time prior to the opening of Bids.After all Bids not requested for withdrawal 38 are opened and publicly read aloud,the Bids for which a withdrawal request has been 39 properly filed may, at the option of the City,be returned unopened. 40 41 15.2. Bidders may modify their Bid by electronic communication at any time prior to the 42 time set for the closing of Bid receipt. 43 44 16. Opening of Bids _ 45 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 46 abstract of the amounts of the base Bids and major alternates(if any)will be made available 47 to Bidders after the opening of Bids. r 48 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 21,2015 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 10 1 17. Bids to Remain Subject to Acceptance 2 All Bids will remain subject to acceptance for the time period specified for Notice of Award 3 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 4 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 5 w 6 18. Evaluation of Bids and Award of Contract 7 8 18.1. City reserves the right to reject any or all Bids,including without limitation the rights 9 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids 10 and to reject the Bid of any Bidder if City believes that it would not be in the best 11 interest of the Project to make an award to that Bidder,whether because the Bid is 12 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 13 meet any other pertinent standard or criteria established by City. City also reserves 14 the right to waive informalities not involving price,contract time or changes in the 15 Work with the Successful Bidder. Discrepancies between the multiplication of units 16 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 17 between the indicated sum of any column of figures and the correct sum thereof will 18 be resolved in favor of the correct sum. Discrepancies between words and figures 19 will be resolved in favor of the words. 20 21 18.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 22 among the Bidders,Bidder is an interested party to any litigation against City, 23 City or Bidder may have a claim against the other or be engaged in litigation, 24 Bidder is in arrears on any existing contract or has defaulted on a previous 25 contract,Bidder has performed a prior contract in an unsatisfactory manner, or 26 Bidder has uncompleted work which in the judgment of the City will prevent or 27 hinder the prompt completion of additional work if awarded. v 28 29 18.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 30 other persons and organizations proposed for those portions of the Work as to which ti 31 the identity of Subcontractors, Suppliers, and other persons and organizations must 32 be submitted as provided in the Contract Documents or upon the request of the City. 33 City also may consider the operating costs,maintenance requirements,performance 34 data and guarantees of major items of materials and equipment proposed for 35 incorporation in the Work when such data is required to be submitted prior to the 36 Notice of Award. 37 38 18.3. City may conduct such investigations as City deems necessary to assist in the 39 evaluation of any Bid and to establish the responsibility,qualifications,and financial 40 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 41 organizations to perform and furnish the Work in accordance with the Contract 42 Documents to City's satisfaction within the prescribed time. 43 44 18.4. Contractor shall perform with his own organization,work of a value not less than 45 35%of the value embraced on the Contract,unless otherwise approved by the City. 46 47 18.5. If the Contract is to be awarded,it will be awarded to lowest responsible and 48 responsive Bidder whose evaluation by City indicates that the award will be in the 49 best interests of the City. 50 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 21,2015 0021 13-10 INSTRUCTIONS TO BIDDERS Page 10 of 10 1 18.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 2 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 3 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 4 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 5 comparable contract in the state in which the nonresident's principal place of 6 business is located. 7 8 18.7. A contract is not awarded until formal City Council authorization. If the Contract is 9 to be awarded,City will award the Contract within 90 days after the day of the Bid 10 opening unless extended in writing. No other act of City or others will constitute 11 acceptance of a Bid.Upon the contractor award a Notice of Award will be issued by 12 the City. — 13 14 18.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 15 16 19. Signing of Agreement 17 When City issues a Notice of Award to the Successful Bidder,it will be accompanied by the 18 required number of unsigned counterparts of the Agreement. Within 14 days thereafter _ 19 Contractor shall sign and deliver the required number of counterparts of the Agreement to 20 City with the required Bonds,Certificates of Insurance,and all other required documentation. 21 City shall thereafter deliver one fully signed counterpart to Contractor. 22 - 23 24 25 END OF SECTION CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 21,2015 00 35 13 BID FORM Page 1 of 1 - SECTION 00 35 13 CONFLICT OF INTEREST 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 also be downloaded from the website links provided below. htti)://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state.tx.us/forms/CIS.pdf s' f 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: CONATSER CONSTRUCTION TX, L.P. By: BROCK HUGGINS 5327 WICHITA ST. Signature: FORT WORTH, TX 76119 0 Title: PRESIDENT END OF SECTION CITY OF FORT WORTH - STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13-Bid Proposal Workbook-REV-ADDENDUM 1.xls 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: PAVING, DRAINAGE, WATER&SANITARY SEWER IMPROVEMENTS FOR KIMBO ROAD FROM N. SYLVANIA AVENUE TO MESQUITE ROAD City Project No.: 2661 Units/Sections: UNIT 1: Sanitary Sewer Improvements UNIT 2: Water Improvements UNIT 3: Drainage Improvements UNIT 4: Paving 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 3700 45 12_00 35 13—Bid Proposal Workbook-REV-ADDENDUM 1.xls 0041 00 BID FORM Page 2 of 3 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. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. 8"to 12"Sanitary Sewer incl OTOC b. 12"Water Distribution incl OTOC c. 8"Concrete Pavement 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 500 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 00_00 43 13_00 42 4300 43 37_00 45 12_00 35 13—Bid Proposal Workbook-REV-ADDENDUM 1.xls 0041 00 BID FORM Page 3 of 3 subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Bid $4,982,325.50 7. Bid Submittal This Bid is submitted on 12/7/2017 by the entity named below. Respectfully submitted, Receipt is acknowledged of the Initial following Addenda: By: Addendum No. 1: —(SignatuW Addendum No. 2: Addendum No. 3: BROCK HUGGINS JAddendum No.4: (Printed Name) Title: PRESIDENT Company: CONATSER CONSTRUCTION TX, L.P. Corporate Seal: Address: 5327 WICHITA ST. FORT WORTH, TX 76119 State of Incorporation: Email: brock0)cctxIP.com Phone: 817.534.1743 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 00_00 43 13_00 42 4300 43 37_00 45 1200 35 13—Bid Proposal Workbook-REV-ADDENDUM 1.xls W4243 REVISED BID PROPo Pye 1 a3 SECTION 00 42 47 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Infonnalion Biddefs Proposal Will Bidlisl Item No. Description Speeificafion Section No. KEA Bid Quantity Unit Prim Bid Value UNIT 1:Santa Sewer Improvements 1-01 0241.2001 Sant Line Groutin 024114 60.00 175.00 $10,500.00 1 -02 0241.2102 6" er Abandonment Plug02 41 14 12.00 400.10 $4,800.00 1-03 0241.2103 8"Sewer Abandonment Plu 024114 12.10 500.00 56,000.00 mv 1-04 0241.2105 12"Sewer Abandonment Plu 0241 l4 4.00 600.00 52,400.00 1-05 0241.2201 Remove 4'Sewer Manhole 0241 l4 13.00 500.00 _ _ $6,500.00 1-06 3125.0101 Erosion Cannot Measures SWPPP>I acre 312500 LS 1 1.00 1500.00 51,500.00 1-07 3201.0400 Tenworary Asphalt Paying 'r 2"HMAC on 6"Flex Base M-32 01 l8 LF 2400.00 18.00 _ _$43,200.00 I-08 3213.0101 6"Con,Pvml 32 13 13 SY 100.00 65.10 _$6,500.00 1-09 3213.0301 4"Com:Sidewalk 32 1320 SF 150.00 6.00 $900.00 1-10 3213,0401 6"Concrete Drheway 32 1320 SF 100.00 8.00 _ $800.00 1-11 3217.4201 Fire Lane Marlin 32 1723 LF 50.00 4.00 $200.00 1-12 3292.0100 Block Sod Placement 3292 13 SY 430.00 6.00 $2,580.00 1-13 3292.0101 Utility Service Surface Restoration Sodding 3292 13 SY 200.00 8.00 $1,600.00 1-14 3301.0001 Pre-CCN Ins ion includes cleaning) 33 01 31 LF 4300.00 3.00 _ $12,90000 1-13 3301.0002 Post-CCTV Inspection 330131 LF 1 4630.00 2.50 S11.575.00 1-16 3301.0/01 Manhole Vacuum Testing 33 0130 EA 27.00 200.00 $5,400.00 1-17 3305.0109 Trench Safety 33 05 10 LF 2960.00 4.00 $11.840.00 1-I8 3305.0112 Concrete MH Collar in Unimproved Area 3305 17 EA 9.00 600.00 $5,400.00 1-19 3305.0113 Trench Water Stops 3305 15 EA 1.00 500.00 S500.00 1-20 3305.1004 24"Casing By Open Cut 330522 LF 90.00 12500 $11,250.00 1.213305.3002 S"Sewer Cartier Pi 8"Ductile Iron Sewer N with s amts 33 05 24 LF 90.00 175.00 $15,750.00 1-22 3331.0102 V Iwe,Pita,,Point Repair for Pica,Enlar ement includes me adiustment 33 3122,33 3123 LF 160.00 80.00 $12,800.00 1-23 3331.1102 S"(Sanitary Sewer Five Enlar emen Includes price of 8"HDPE Sewer Pipe 33 3123 LF 800.00 65.00 $52,000.00 1-24 3331.1201 Service Reingmtement,Five Enlargement M-333123 EA 20.00 900.00 518,000.00 I-25 3331.3101 4"Sewer Service M-33 31 50 EA 23.00 1,200. $27,600.00 1.26 3331.3105 4"Private Sewer Service M-33 31 50 LF 100.00 40.00 $4,000.00 1-27 3331.3201 6"Sewer Service M-33 31 50 EA 6.00 1,300. $7,800.00 1.28 3331.3314 V Sewer Service,Reinstatement main or lateral constructed trenchlem method M-33 31 50 EA 9.00 1,000. $9,000.00 1-29 3331.4108 6"Sewer Pipe 33 11 IO 33 31 12 33 3120 LF 40.00 40.00 $1,600.00 1-30 3331.4115 8"Sewer Fine 33 11 10 33 31 12 33 3120 LF 1200.00 45.00 554,000.00 1-31 3331.4119 S"DIP Sewer Pipe 33 11 10 LF 620.00 95.00 558,900.00 1-32 3331.4208 12"Sewer Pi SDR-26 33 11 10 33 31 12 33 3120 LF 670.00 60.00 _ $40,200.00 94 1-33 3339.0001 Epoxy Manhole Liner 333960 VF 80.00 185.00 $14,800.00 1-34 3339.1001 4'Manhole 33 39 10 33 39 20 EA 15.00 4 500.00 567,500.00 1-35 3339.1002 4'Drop Manhole 33 39 10 33 39 20 EA 2.00 5,500.00_ $11,000.00 1-36 3339.1003 4'Exna Depth Manhole 33 39 10 33 39 20 VF 40.10 200.00 58.020.00 1-37 3339.1004 4'Shallow Manhole 33 39 IO 33 39 20 EA 3.00 4,000.00 _ S12,000.00 In 1.38 3339.1006 4'Fiberilm Manhole 33 39 30 EA 1.00 6,500.00 $6,500.00 1-39 3339.1008 4'Fibei-jdass Extra Dwth Manhole 333930 VF L56 300.00 5468.00 1.40 3339.1101 5'Manhole 33 39 10 33 3920 EA 5.00 5.000.001 $25.000.00 141 3339.1102 YDropManholc 33 39 10 33 39 20 EA 1.00 5,500.00 __ $5,500.00 142 3339.1103 5'Exha Depth Manhole 33 39 10 33 39 20 VF 30.00 200.00 $6.000.00 143 3471.0001 Traffic Control 3471 13 MO 6.00 1,000.00 $6,000.00 rw 144 19999.0100 Commuction Staking Ol 7123 iLS 1.00 6,500.00 $6.500.00 1-45 9999.0101 As-Buill Surve -construction 01 71 23 LS 1.00 5 000.00 $5,000.00 146 9999.0102 B"SS Pi other-than n cut -1841 9999.0003 LF 530.00 215.00 5113.950.00 1-07 9999.0103 V Ductile Iron Pi other-than cu[L-3392 and L-3392A 9999.111103 LF 550.00 215.00 5118,250.00 1-48 9999.0104 DIP Pi other-than-open cut -181B 9999.0003 LF 50.00 215.00 $10.750.00 119 9999.0105 Sanitary Sewer Iminowments Conatmction Allowance 19999.0001 ILS 1 1.00 80 000.00 $80,000.00 r4 UNIT l:Sanitary Sewer Improvements subtotal $945,233.00 Bidlist Item No. Description Specification Section No. M rot of Bid Quantity Unit Prim Bid Value UNIT 2:Water Improvements 2-01 0241.1001 Water Lim GroutinE(Abandonment.with CLSM/Flowable Fill 0241 14 CY 50.00 $175.00 $8.750.00 2-02 0241.1118 V-12"Presmre Plug2 41 I4 EA 1.00 5600.00 $6WOO 2-03 0241.12(8 4'•12"Water Abardonnlent Pin 024114 EA 10.00 51000.00 S10,000.00 2-04 0241.1301 Remove and mime 4"Water Valve 0241 14 EA 3.00 $200.22 $600.00 2-05 0241.1302 Remove and sakage 6"Water Valve 0241 14 EA 10.00 5300.00 $3,000.00 2-06 0241.1303 Reenow and salve c 8"Water Valve 0241 14 EA 13.00 350.00 $4.550.00 2-07 0241.1304 Remove and salvage 10"Water Valve 0241 14 EA 1.00 400.00 $400.00 208 10241.1510 Salva Fire H rant 0241 14 EA 6.00 500.00 $3,000.00 2-09 0241.1602 Remove Concrete Water Vault 0241 14 EA Loo 1,000. 51.000.00 2-10 3125.0101 Erosion Control M rea SWPPP>Iacre 312500 LS 1.00 1,50000 S1.500.00 241 3201.0117 10'Wide Amhalt Pmt Repair,Residential 3201 17 LF 30.00 80.00 $2.400.00 2-12 3201.0400 Tenmomm Asolialt Pavinit Repair 2"HMAC on 6"Flex Base 3201 18 LF 5800.00 16.00 592,800.00 2-I3 3201.0611 nc Pvmt 'r Residential 32 01 29 SY 80.00 65.00 $5,200.00 2-14 3201.0616 one Pvmt 'r ArteriaVlMustrial 32 01 29 SY 790.00 70.110 $55,700.00 2-15 3292.0100 Block Sod Placement 32 92 13 SY 1 840.00 8.00 $6,720.00 2-16 3304.0101 Te W t r ruins 330430 LS 100 10000.00 $10,000.00 2-17 3305.0005 12"Waterline=nn 330512 EA 9.00 2000.00_ $18,000.00 2-18 3305.0109 Trench Safet, 3305 10 LF 5245.00 2.00 $10,490.00 2-19 3305.0203 Imported E bedment/Backftll CLSM owable Fill 03 34 13 CY 5.00 $185.00 $925.00 2.20 3311.0001 Ductile Iron Water Fittings w/Restraint 33 11 11 TON 3.001 4,000.00, $12,000.00 2-21 3311.0(161 4"PVC Water Pi R I4 33 11 12 LF 60.00 38.00 52,280.00 2-22 3311.0161 6"PVC Water Pi R 14 33 11 12 LF 170.00 40.00 56,800.00 2-23 3311.0261 8"PV Water Pi RI4 33 11 12 LF 320.00 45.(10 $14.400.00 2-24 3311.0461 12"PV Wa Pi R 14 33 11 12 LF 4510.00 60.00 $270,600.00 MY FO0.TWORTB 00410000431300424300 4337_00 _00 3513_BN REV-ADDENDUM L. aTANDAHDCONOIAUCTION aPECIFlCA710N DDCt1MENia RO�v W.U.*- F-a.a 20120120 Addendum No.I 004243 REVISED mD PROPOSAL Pat.2of3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist It..No. Description SpecifiUnit ofMeasureSection No. Measure Bid Quantity Unit Prig Bid Value 2-25 3312.0001 Fire H t 33 1240 EA 8.00 3,600.00 $28,800.00 2-26 3112.0117 Connection to Existin 4"d2"Water Main 331225 EA 10.00 1500.00 $15,000.00 2-27 3312.1002 2"Combination Air Valve Awmblv for Water 33 1230 EA 1.00 3.900.22 $3,800.00 2-28 3312.2001 IN Water Service Meter Reconnection M-33 12 10 EA 39.00 800.00 $31,200.00 2-29 3312.2003 1"Water Service 1 New M-33 12 10 EA 40.00 1,500.00 $60,000.00 2-30 3312.2004 1"Private Water Service M-33 12 10 LF 180.00 30.00 $5,400.00 2-31 13312.2201 ommercinl Water Service Meter Reconnection 2"t ical M-33 12 10 EA 15.00 1.500.00 $22,500.10 2-32 3312.2203 Commercial Water Service W ical 1 New M-33 12 10 EA 16.00 3,500.00 $56,000.00 2-33 3312.2204 Commercial Private Water Service 2"t ical M-33 12 10 LF 80.00 50.00 $4,000.00 i 2-344"Ga 331220 EA 2.00 800.00_ $1,600.00 2-35 31i2!3002 6'Gate VValvaahn 331220 EA 10.00 1000.00 $10,000.00 2-36 3312.3003 8"Gate Vatw 33 1220 EA 6.00 1 500.00 $9.000.00 2-37 3312.3004 10"Gate Vahro 33 1220 EA 2.00 2,000. $4,000.00 2-38 3312.3005 12"Gate Valve 33 1220 EA 12.00 2.500.22 $30,000.00 2-39 3312.6001 4"Blow Off Valva 33 1260 EA 1.00 $4 500.00 54,500.00 2.40 3471.0001 Traffic Control 3471 13 MO 5.00 1 500.00 $7,500.00 2-41 9999.0100 Construction Staking 01 71 23 LS 1.00 $12,000.00 $12,000.00 242 9999.0101 As-Built Su Construction 01 71 23 LS 1.00 $6,500.00 $6,500.00 2-43 9999.0200 12"DIP Water Pi Otiuer-tiun n-Cut 9999.0003 LF 30.00 250.00 $7,500.00 9999.0201 1"Plush Vnlw,complete in place,including 16 LF of 1-inch copper service pipe&connection 2-44 to main shown in details Water Details 15 EA Loo $1.200.22 51.200.00 i 245 9999.0202 Water Inarmn,cments Construction Allowance 9999.0001 LS 100 S60.000,00 w000.00 UNIT 2:Water Im rowments subtotal $921,815+00 Bidlir Item No. Description Specification Section No. Unit of Bid Quantity Unit Price Bid Value Meaw UNIT 3:Drainage Im roIrements 3-01 0241.0900 Remove Misc Conc Structure Concrete Flume/Embankmnt 0241 13 SY 9.00 $80.00 $720.00 3-02 0241.3011 Remove 15"and Smaller Diameter Storm Line 0241 14 LF 50.00 $30,00 $1,500.00 3.03 0241.3013 Remow 18"Storm,Line 024114 LF 475.00 $35.00 $16,625.00 3-04 0241.3015 Remove 24"Storm Line 0241 14 LF 150.00 40.00 56,0110.00 3-05 0241.3019 Renew 36"Storm Line 0241 14 LF 120.00 $45.00 $5,400.00 3-06 0241.3023 Remove 48"Storm Linc 0241 14 LF 70.00 50.00 _ $3,500.00 3-07 0241.4001 Remove 10'Curb Inlet 0241 14 EA 2.00 1 000.00 $2,000.00 3-08 0241.4202 Remove 5'D Inlet 0241 14 EA 1.00 $600.00 $600.00 3-09 3125.0101 Erosion Control Measures 8 WPP->I acre 31 25 00 LS 1.00 $2.000.22 $2,000.00 3-lo 32a olon Tem fall Pavin air 3201 18 LF 2700.00 18.00 _ $48,600.00 3-11 3305.0109 Trench Saf 33 05 10 LF 2785.00 3.00 58,355.00 3-12 3341.0201 21"RCP Class III 3341 10 LF 95.00 $60.00 $5,700.00 3.13 3341.0205 24"RCP Class 111 33 41 ID LF 70.00 65.00 $4,550.00 3-14 3341.0208 27"RCP Class 111 33 41 10 LF 275.00 $75.00 $20,62500 3-15 3341.0302 30"RCP Class 111 3341 10 LF 75.00 $80.00 56,000.00 3-16 3341.0409 48"RCP Class III 33 41 10 LF 50.00 $150.00 $7,500.00 3-17 3341.1001 3x2 Box Culvert 3341 10 LF 40.00 5150.00 56,000.00 3-18 3341.1101 4x2 Box Cnlwrt 3341 10 LF 15.00 S170.22 $2,550.00 3-19 3341.1102 40 Box Culwrt 33 41 10 LF 15.00 $200. $3.000.00 3-20 3341.1201 SO Box Cnlwrt 33 41 10 LF 540.00 $220.00 $118,800.00 3-21 3341.1303 6x4 Box Culvert 3341 10 LF 795.00 $290.00 _ $230,550.10 342 3341.1402 7x4 Box Culvert 3341 10 LF 70.00 $380.00 $26,600.00 3-23 3341.1403 7x5 Box Culwrl 3341 10 LF 15.00 $400.00 _ $6,000.00 3.24 3346.0006 V Pine Underdrai Tvpc 6 As N=ssary With Citv Approval) M-33 46 00 LF 50.00 $60.00 $3,000.00 3-25 3349.0002 Y Storm Junction Box 33 49 10 EA 2.00 S6.500.. $13,000.00 3-26 3349.0003 6'Storm Junction Box 33 49 10 EA 3.00 $7.500.00. $22,500.00 3-27 3349.0104 4'Stacked Manhole 33 49 10 EA 3.00 S5.000+00 $15.000.00 3-28 3349.5001 IV Curb Inlet 33 49 20 EA 4.00 $3,200.00 $12,800.00 3-29 3349.5002 15'Curb Wet 33 49 20 EA 3.00 S3 800.00 $11,400.00 3.30 3349.5003 20'Curb Inlet 33 49 20 EA 6.00 S5.000.00 $30,000.00 3-31 3349.5004 30'Curb Inlet 33 49 20 EA 100 $7.5oo.00 _ $7,500.00 3-32 3349.8001 10'Tioe 2 Inlet 33 49 20 EA 100 $3.500.LO $3,500.00 i 3-33 13349.8002 15'T 2 Inlet 33 4920 EA 1.00 S4300.00 $4,300.00 3-34 3471.0001 Traffic Control 347113 MO 6.00 S2.000.L0 $12,000.00 3-35 19999.0100 Construction Staking, 01 71 23 LS Loo $6.500.00 $6,500.00 3-36 9999.0300 Remove 3'Widc Trench Drain 0241 14 LF 24.00 $20.00 5480.00 3-37 9999.0301 Connect SD Line A&AA to Existing 16'x IO'Arch Plipe Storm Sewer Details 9 LS 1.00 $4.000.00 $4,000.00 3-38 9999.0302 5'x2'Box Culver CB 3241 10 LF 730.001 $210.00 $153.300.00 3-39 9999.0303 3'Dr Wel 33 49 20 EA 2.00 3 500.00 $7,000.00 340 9999.0304 Drains Im rovements Construction Allowance 9999.0001 LS 100 000.110 5600110.00 UNIT 3:Dmina a Im rovements subtotal $899,455.00 i UNIT 4:Paving Improvements 4-010241.0100 Remo i 024113 SF 1050.00 2.00 52.100.00 4-02 02410401 RemoveConcrete Driw 0241 13 SF 13900.00 $2.50 534,750.00 4-03 0241.0402 ReuruoveAsohalt Drive 024113 SF 12900.00 $2.00 $25,800.00 4-04 0241.0500 Remove Fenn 0241 13 LF 40.00 $lo.00 $400.00 !r 0241.0700 Remove,Salvage,Repair&Reinstall or Replace Mailbox at 2932,3026,3032&31081Gmbo 4-05 Rd 024113 EA 8.00 $500.00 $4,000.00 CrrY OF FORT WORTH STANDARD WNSfRL'CIION SPECIFICATION DOCUMENTS 00 4100 0043 13 0042 43 00 U 37_0045 12 an 33 13_bid Pngml Wmkbud-REV-ADDENDUM I.d. F-R.A; 2m20130 Addendum No.I a REVISED BID MOFUSA SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal t BidBst It..No. Description Specification OfMeasure,Section Na. Measure, Bid Quantity Unit Price Bid Value 4-06 0241.1000 Remove Co. Pvmt 024115 SY 650.00 $6.00 $3,900.00 4-07 0241.1100 Remove Awhalt Rd Pvmt 024115 SY 14975.00 $4.00 _ $59,900,00 4-08 0241.1300 Remove Cone Curb&Guner 02 41 15 LF 275.00 $10.00 $2,750.00 4 4.09 3110.0102 6"-12"Tree Removal 31 1000 EA 7.00 $800.00 $5,600.00 440 3110.0103 I2"-18"Tree Removal 311000 EA 1.00 $1,000.00 $1,000.00 4-11 3110.0104 18"-24"Tree Removal 311000 EA 4.00 $1200.00 $4,800.00 4-12 13110.0105 24"and Larger Tree Removal 31 1000 EA 9.00 $2,000,00 SIK000.00 4-13 13123.0101 Unclassified Excavation by Plan Cut&Haul-Off) 3123 16 CY 9750.00 $18.00 $175,500.00 4-14 13124.0101 Emba lunent b,Plan(Transport&Place Win Site 312400 CY 250.00 $15.00 _ S3,750.00 + 4-15 3125.0101 Erosion Control Measures S WPPP>I acre 312500 LS 1.00 $4,000. 54,000.00 446 3211.0400 Hydrated Lime 321129 TN 383.64 $200.00 576,727.50 4-17 3211.0502 8"Lime Treatment 32 1129 SY 16325.00 $3.00 $48,975.00 4-18 3212.0401 HMAC Transition at Street Intersections 32 12 16 TN 140.00 $125.00 517,500.00 4-19 3213.0103 8"ReinfCom Pmt 32 13 13 SY 15400.00 $62.00 $954,800.00 4-20 3213.0201 6"Conc P nd HES As Neeessary With City Approval) 32 13 13 SY 1 10.00 S55.001 $550.00 4-21 3213.0301 4"Cone Sidewalk 32 1320 SF 24300.00 $5.00 5121,500.00 4-22 3213.0311 4"ConC SidewakAdjacent to Curb 32 1320 SF 10900.00 $5.00 $54,500.00 4-23 3213.0401 6"Concrete Driveway(Commercial&Residential) 32 1320 SF 25000.00 $8.00 $200,000.00 4-24 3213.0504 Barrier Free Ramp,Tyne M-2 321320 EA 1.00 $1200.00 $1,200.00 4-25 3213.0505 Barrier Free Ram Type M-3 32 1320 EA 2.00 $1,200.00 52.400.00 4-26 3213.0506 Barrier Free Rmp,Type P-1 321320 EA 2.00 $1200.00_ $2,400.00 i 4-27 3213.0507 Barrier Free Raton.Type P-2 32 1320 EA 2.00 $1,200.00 $2,400.00 4-28 3216.0101 6"Cont,Curb and Guner 32 1613 LF 185.00 $25.00 54,625.00 4-29 3217.0001 4"SLD Print Markin HAS or Private Use w 2611&2643 NE 28th St. 32 1723 LF 100.00 $2.00 $200.00 4-30 3217.0002 4"SLD Pvmt Markin HAS 321723 LF 8275.00 $2.00 $16,550.00 4-31 3217.0201 8"SLD Pmt Markin HAS 321723 LF 40.00 $3.00 $120.00 4-32 3217.0501 24"SLD Nod Markin HAE 32 1723 LF 380.00 8.00 $3,040.00 4.33 3217.1002 Lane Legend Arrow 32 1723 EA 2.00 250.00 $500.00 4-34 3217.2102 REFL Raised Marker TY I-C 32 1723 EA 3.00 10.00 $30.10 4-35 3217.2103 REFL Raised Marker TY II-A-A 32 l7 23 EA 105.00 6.00 _ $630.00 4-36 3217.4301 Remove 4"Pmt Markin 2611&2643 NE 28th St. 32 1723 LF 150.00 2.00 $300.00 4-37 3217.5001 Curb Address Painting at 3501 Kimbo Rd 32 1725 EA 2.00 200.00 $400.00 4-38 3232.0100 Com Ret Wall with Sidmak Face 1'-3'Tall Wall 3232 13 SF 400.00 12.00 $4.800.00 4-39 3232.0101 Cone Ret Wall with Sidewalk.Sidewalk 1'-3'Tall Wall 3232 13 SF 1600.00 10.00 $16,000.00 4-40 3291.0100 Topsoil 4" 329119 CY 1200.00 12.00 $14,400.00 441 3292.0100 Block Sad Placement 3292 D SY 10400.00 6.00 $62,400.00 4-42 3305.0107 Manhole Adiustment,Minor 3305 14 EA 29.00 300.00 3000.00 4-43 3305.0108 Miscellaneous Structure;Ad'ustment(Including Water Meter Boxes 33 05 14 EA 57.00 300.00 517,100.00 4-44 3305.0111 Valve Box Adiusunctu 3305 14 EA 30.00 60.00 51,800.00 4-45 3441.1833 Relocate School Zone Flashing Assembly(Solar3441 10 EA 1.00 4.000.00 54,000.00 4-46 3441.4003 furnish/Install Alum Sin Ground Mount City Std, 34 41 30 EA 8.00 800.00 $6,400.00 447 3441.4006 Install Alum Sign Ground Mount 34 41 30 EA 2.00 700+00 $1,400.00 448 3441.4108 Remove Sign Panel and Post 34 41 30 EA 1 6.00 200.00 $1,200.00 449 3441.4109 Remove Sign Panel 34 41 30 EA 200 200.00 $400.00 + 4-50 3441.4110 Remo%V and Reinstall Sign Panel and Post 34 41 30 EA 15.00 600.00 $9,000.00 4-51 3471.0001 Traffic Control 3471 13 MO 12.00 2,000.00 524,000.00 4-52 9999.0100 Construction Staking 01 7123 LS 1.00 15,000. $15,000.00 4-53 9999.0400 BarrieffroeRantp,Modified Type R-1 A 32 1320 EA 2.00 1500.00 $3,000.00 4-54 9999.0401 Barrier Free Bunny.Modified T R-IB 32 1320 EA 6.00 1,500. $9,000.00 4-55 9999.0402 Barri r Free Rarnp,MociffieclType R-IC 32 1320 EA 2.00 1 500.00 $3,000.00 4.56 9999.0403 Barrier I=Raton.Modified Type R-ID 321320 EA 200 1500.00 $3,000.00 4-57 9999.0404 Barrier Free Raton.Modified Type P-1 32 1320 EA 1.00 1,500600 S1,500.00 4.58 9999.0405 Flexible Base 32 1123 CY 110.00 30.00 $3,300.00 4-59 9999.0406 3'Steel Tube Fence A 2611&2643 NE 28th St. 32 31 13 LF 20.00 100.00 52.000.00 460 9999.0407 25'Gate Steel A 2611&2643 NE 28th St. 32 3126 EA 1.00 1,200, $1,200.00 i 4619999.0408 Sidewalk (Retaining Wall Less Than I'Tall 32 32 13 LF 375.001 15.00 $5,62500 462 9999.0409 Mise.Utility RelawtioWAd' tments Irri tion Ad stment Aiilovvance 9999.0002 LS 1.00 20 000.00 $20,000.00 463 9999.0410 Adjust Exist,School Zone Flashing Assembly to Prop.Grade 3441 10 EA 1.0012,000.001 .. $2,000.00 464 19999.0411 Paving Improvements Construction Allowance 9999.0001 LS 1.00 120 000.00 $120,000.00 ati UNIT 4:Paving Instroverneng sublalal 1 $2,215,822.50 Bid Samwry w Tosa1 Sidi $4A2.325.501 END OF SECTION dw CnT0FF0RT WORTH nMDARD CONs1al1Cr1ON 81WIFWATION DOCIIMFJliB W41W W4313 W420004337W4513W3513Bid NWp Wukbook-REV-ADDENW i.ra F-Rs 20120120 Addendum No.I 00 43 13 BID BOND Page 1 of 1 SECTION 00 4313 BID BOND KNOW ALL BY THESE PRESENTS: That we,(Bidder Name) Conatser Construction TX, L.P. hereinafter called the Principal,and(Surety Name) BerklerIn'surance Company a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of Five Percent of the Greatest Amount Bid--------------- and No/100 Dollars ($ 5% GAB ), the payment of which sum will be well and truly made and the said Principal and the said Surety, bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firm by these presents. WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as PAVING,DRAINAGE,WATER&SANITARY SEWER IMPROVEMENTS FOR KIMBO ROAD FROM N.SYLVANIA AVENUE TO MESQUITE ROAD NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract In accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal,this bond shall become the property of the Obligee,Without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this 30th day of November ,2017. By: Conatser Constrrfuction TX, L.P. j BY 00 (Signature and Title of Principal) *By: Berkley Insurance Company ob`bi Morales .ra (Signature of Attorney-of-Fad) *Attach Power of Attorney(Surety)for Attorney-in-Fact Impressed Surety Seal Only END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forth Revised 20110627 00 410000 4313 00 42 43 00 43 37_00 45 12_00 3513 81d Proposal Workbook-REV.xls No.BI-7280g POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON,DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. -d KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly W organized and existing under the laws of the State of Delaware,having its principal office in Greenwich, CT,has made,constituted and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Don E. Cornell; Vena DeLene o 'E Mars/:all; Sophinie Hunter; Robbi Morales; Kelly A. Westbrook; or Tina McEwan of Aon Risk Services Southwest, Inc. of Dallas, TX its true and lawful Attomey-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings,with the exception of Financial Guaranty Insurance,providing that no Ln (u single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.S50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. rA This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, o p without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following cr. resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25,2010: 0 0 ' RESOLVED, that, with respect to the Surety business written by Berkley Surety Group, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Cd Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to F. execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the o .o corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and revoke any power of attorney previously granted; and further P14 RESOLVED,that such power of attorney limits the acts of those named therein to the bonds,undertakings,recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner 0 > and to the extent therein stated;and further q. RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and W 0 on further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any 3 power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as •a though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any °o E person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have N goy ceased to be such at the time when such instruments shall be issued. f.! Jwl o IN WITNESS WHEREOF, the Compiny has caused these presents to be signed and attested by its appropriate officers and its -14 corporate seal hereunto affixed this day of p 2016. Attest: f Berkley Insurance Company Cd / (Seal) By G *JeNf\Haf�er o Ira S. Lederman -dExecutive Vice President&Secretary President WARNING:THIS POWER INVALID IF NOT PRINTED ON BLUE"BERKLEY"SECURITY PAPER �„ ... o STATE OF CONNECTICUT) N p ) SS: COUNTY OF FAIRFIELD ) Sworn to before me, a Notary Public in the State of Connecticut, this 2Z dayo , 2016, by Ira S. Lederman and Jeffrey M. Hafter who are sworn to me to be the.Executive Vice President and Secretary, and e Senior Vice President, respectively, of Berkley Insurance Company.MARIA C.RUNDBAICEN o NOTARY PUBLIC Y MY COMMISSION EXPIRES Notary Public, State of Connecticut Z APRIL 30,2019 CERTIFICATE + I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct yand complete copy of the original Power of Attorney;that said Power of Attorney has not been revoked or rescinded and that the authority of the Attorney-in-Fact set forth therein,who executed the bond or undertaking to which this Power of Attorney is attached,is in full force and effect as of this date. Given under my hand and seal of the Company,this 30th day of November (Seal) Vincent P. orte IMPORTANT NOTICE To obtain information or make a complaint: You may call Berkley Surety Group, LLC and its affiliates by telephone for information or to make a complaint: BERKLEY SURETY GROUP, LLC Please send all notices of claim on this bond to: Berkley Surety Group, LLC (666) 766-3534 412 Mount Kemble Avenue, Suite 31ON Morristown, NJ 07960 Attn: Surety Claims [department i You may contact the Texas Department of Insurance to obtain 1 information on companies, coverages, rights or complaints at: 1-500-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 76714-9104 Fax: (512) 475-1771 Web: http:/Ivvww.tdi.state.tx.us E-mail: Cons umerProtection@ di.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim 1 you should contact-your agent or Berkley-Surety Group, LLC first -If j the dispute is not resolved, you may contact the Texas Department of Insurance. l ATTACH THIS NOTICE TO YOUR BOND: IThis notice is for information only and does not become a part or condition of the attached document and is given to comply with Texas legal and regulatory requirements. 00 43 37 VENDOR COMPLIANCE TO STATE LAW ._ Page 1 of 1 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 S.t t '.here c� ,8lpnk', 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. Q BIDDER: CONATSER CONSTRUCTION TX, L.P. By: BROCK HUGGINS 5327 WICHITA ST. FORT WORTH, TX 76119 Signature) 0 Title: PRESIDENT Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS v Form Revised 20110627 00 41 00_00 43 13_00 42 4300 43 37_00 45 1200 35 13—Bid Proposal Workbook-REV-ADDENDUM 1.As 004511-1 BIDDERS PREQUALIFICATIONS n 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. r 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/taxlermit/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 Kimbo Road T STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 004511-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent,certified public accounting firm registered and in R 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual,corporation,or limited liability company. 9 (4) Financial Statements must be presented in U.S.dollars at the current rate T 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1)express an unqualified opinion, or(2) express a qualified 18 opinion on the statements taken as a whole. _ 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter,in accordance with Paragraph 1. T 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital(working capital=current assets--current 26 liabilities)by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper verification. _ 32 b. Bidder Prequalif cation Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report,the notation of 37 "None"or"N/A"should be inserted. 38 (2) A minimum of five(5)references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer,model and general common description of 43 each piece of equipment.Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. _ CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 0045 11-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 ' 6 7 8 END OF SECTION 9 r a CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 00 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date 8"to 12" Sanitary Sewer incl CONATSER CONSTRUCTION TX, L.P. 4/30/2019 OTOC n 12"Water Distribution incl CONATSER CONSTRUCTION TX, L.P. 4/30/2019 OTOC #REF! 8"Concrete Pavement CONATSER CONSTRUCTION TX, L.P. 1/1/2019 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: CONATSER CONSTRUCTION TX, L.P. By: BRtOCK HUGGINS 5327 WICHITA ST. ✓ ` FORT WORTH,TX 76119 (Signature) 0 Title: PRESIDENT Date: 7- END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook-REV-ADDENDUM 1.xls 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a),as amended,Contractor certifies that it r 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 02661. Contractor further certifies that,pursuant to Texas Labor Code, Section 6 406.096(b),as amended,it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 11 Conatser Construction TX,L.P. By: Brock Huggins 12 Company (Please Print) 13 14 5327 Wichita Street Signature: d&lljler� 15 Address 16 17 Fort Word,. 76119 Title: President 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 B ORE ME t e undersigned authority, on this day personally appeared 26 F 65CR (X ,known to me to be the person whose name is 27 subscribed to the f'pqe0q instrument, and acknowl ge=toat he/she executed the same as 28 the act and deed o 1r the purposes and 29 consideration therein expressed and in the capacity the ein StWd. 30 31 GI UNDER MY HAND AND SEAL OF OFFICE t 's of t 32 ' IC:Q `�L ,20tg 33 34 35 36 N ary Public in and for the State of Texas 37 VICKI L. OLSON " 38 END OF SECTION f. %iF�:NotarY ,PublicState of Texas Comm.Expires 11-12-2021 39 ° Notary ID 12404201-7 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 F Revised July I,201I 004540-1 Minority Business Enterprise Specifications Page 1 of 2 1 SECTION 00 45 40 T 2 Minority Business Enterprise Specifications 3 [This document is to be printed on `pink"paper in its final form] 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 6 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 GOALS 14 The City's MBE goal on this project is 17% of the total bid value of the contract (Base bid applies to 15 Parks and Community Services). 16 17 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror 18 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 19 20 COMPLIANCE TO BID SPECIFICATIONS 21 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 22 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 25 3. Good Faith Effort documentation,or; 26 4. Prime Waiver documentation. 27 28 SUBMITTAL OF REOUIRED DOCUMENTATION 29 The applicable documents must be received by the Purchasing Division, within the following times 30 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall 31 deliver the MBE documentation in person to the appropriate employee of the purchasing division and 32 obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the 33 time allocated. A faxed and/or emailed copy will not be accepted. 34 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form,if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form,if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. 35 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised June 9,2015 i 004540-2 Minority Business Enterprise Specifications Page 2 of 2 1 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. 2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE 3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID _ BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR 5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 6 _ 7 Any Questions,Please Contact The NMBE Office at(817)212-2674. 8 END OF SECTION -- 9 10 11 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised June 9,2015 004541-1 SMALL BUSINESS ENTERPRISE GOAL - Page 1 of 2 I SECTION 00 45 41 2 SMALL BUSINESS ENTERPRISE GOAL 3 [This document is to be printed on "pink"paper in its final form] 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is $50,000 or more, then a SBE subcontracting goal is 6 applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Small 10 Business Enterprises (SBE) 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 SBE PROJECT GOAL 14 The City's SBE goal on this project is NIA% of the base bid (Base bid applies to Parks and 15 Community Services). 16 17 Note: If both MBE and SBE subcontracting goals are established for this project, then an 18 Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed 19 responsive. 20 21 COMPLIANCE TO BID SPECIFICATIONS 22 On City contracts$50,000 or more where a SBE subcontracting goal is applied Offerors are required 23 to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the 24 following: 25 1. Meet or exceed the above stated SBE goal through SBE subcontracting participation,or 26 2. Meet or exceed the above stated SBE goal through SBE Joint Venture participation,or 27 3. Good Faith Effort documentation,or; 28 4. Prime Waiver documentation. 29 30 SUBMITTAL OF REQUIRED DOCUMENTATION 31 The applicable documents must be received by the Purchase Division, within the following times 32 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror 33 shall deliver the SBE documentation in person to the appropriate employee of the purchasing 34 division and obtain a date/time receipt. Such receipt shall be evidence that the City received the 35 documentation in the time allocated. A faxed and/or emailed copy will not be accepted. 1. Subcontractor Utilization Form,if goal is received no later than 2:00 p.m.,on the second City business met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m.,on the second City business Utilization Form,if participation is less than days after the bid opening date, exclusive of the bid opening statedgoal: date. 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m.,on the second City business Utilization Form,if no MBE participation: days after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form,if firm received no later than 2:00 p.m.,on the second City business will perform all subcontracting/supplier work: days after the bid opening date,exclusive of the bid opening date. 36 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised June 9,2015 004541-2 SMALL BUSINESS ENTERPRISE GOAL Page 2 of 2 1 5. Joint Venture Form,if goal is met or received no later than 2:00 p.m.,on the second City business exceeded: days after the bid opening date,exclusive of the bid opening date. 2 3 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE 4 ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO 5 SPECIFICATIONS. 6 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN 7 THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL 8 RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. 9 THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A _ 10 DISQUALIFICATION PERIOD OF THREE YEARS. 11 Any questions,please contact the N4/"E Office at(817)212-2674 12 13 END OF SECTION CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised June 9,2015 005243-1 Agreement Page 1 of 5 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on 03/06/2018 is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and CONATSER CONSTRUCTION TX, LP, 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 Paving,Drainage,Water& Sanitary Sewer Improvements for Kimbo Road From Sylvania 16 Avenue to Mesquite Road 17 Project No. 02661 18 Article 3. CONTRACT PRICE 19 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount, in current funds, of Four Million,Nine Hundred Eighty-Two Thousand, 21 Three Hundred Twenty-Six and 00/100 Dollars ($4,982.326.00). 22 Article 4. CONTRACT TIME 23 4.1 Final Acceptance. 24 The Work will be complete for Final Acceptance within 500 days after the date when the 25 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 26 plus any extension thereof allowed in accordance with Article 12 of the General 27 Conditions. 28 4.2 Liquidated Damages 29 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 30 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 31 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 32 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 33 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 34 instead of requiring any such proof, Contractor agrees that as liquidated damages for 35 delay (but not as a penalty), Contractor shall pay City Six HundredFifty Dollars 36 ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final 37 Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH KIMBO ROAD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02661 Revised 11.15.17 005243-2 Agreement Page 2 of 5 38 Article 5. CONTRACT DOCUMENTS 39 5.1 CONTENTS: 40 A. The Contract Documents which comprise the entire agreement between City and 41 Contractor concerning the Work consist of the following: 42 1. This Agreement. 43 2. Attachments to this Agreement: 44 a. Bid Form 45 1) Proposal Form 46 2) Vendor Compliance to State Law Non-Resident Bidder 47 3) Prequalification Statement 48 4) State and Federal documents(project specific) 49 b. Current Prevailing Wage Rate Table 50 c. Insurance ACORD Form(s) 51 d. Payment Bond 52 e. Performance Bond 53 f. Maintenance Bond 54 g. Power of Attorney for the Bonds 55 h. Worker's Compensation Affidavit 56 i. MBE and/or SBE Utilization Form 57 3. General Conditions. 58 4. Supplementary Conditions. 59 5. Specifications specifically made a part of the Contract Documents by attachment 60 or, if not attached, as incorporated by reference and described in the Table of 61 Contents of the Project's Contract Documents. 62 6. Drawings. 63 7. Addenda. 64 8. Documentation submitted by Contractor prior to Notice of Award. 65 9. The following which may be delivered or issued after the Effective Date of the 66 Agreement and, if issued,become an incorporated part of the Contract Documents: 67 a. Notice to Proceed. 68 b. Field Orders. 69 c. Change Orders. 70 d. Letter of Final Acceptance. 71 72 Article 6. INDEMNIFICATION 73 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 74 expense, the city, its officers, servants and employees, from and against any and all 75 claims arising out of, or alleged to arise out of, the work and services to be performed 76 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 77 under this contract. This indemnification provision is specifically intended to operate 78 and be effective even if it is alleged or proven that all or some of the damages being 79 sought were caused, in whole or in part, by any act, omission or negligence of the city. 80 This indemnity provision is intended to include, without limitation, indemnity for 81 costs,expenses and legal fees incurred by the city in defending against such claims and 82 causes of actions. 83 CITY OF FORT WORTH KIMBO ROAD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02661 Revised 11.15.17 005243-3 Agreement Page 3 of 5 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 85 the city,its officers,servants and employees,from and against any and all loss,damage 86 or destruction of property of the city,arising out of,or alleged to arise out of,the work 87 and services to be performed by the contractor, its officers, agents, employees, 88 subcontractors, licensees or invitees under this contract. This indemnification 89 provision is specifically intended to operate and be effective even if it is alleeed or 90 proven that all or some of the damages beine sought were caused, in whole or in part, 91 by any act,omission or neelieence of the city. 92 93 Article 7. MISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 96 have the meanings indicated in the General Conditions. 97 7.2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the 99 Contractor without the advanced express written consent of the City. 100 7.3 Successors and Assigns. 101 City and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the other party hereto, in respect to all covenants, agreements and 103 obligations contained in the Contract Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 107 remaining provisions shall continue to be valid and binding upon CITY and 108 CONTRACTOR. 109 7.5 Governing Law and Venue. 110 This Agreement, including all of the Contract Documents is performable in the State of 111 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 112 Northern District of Texas,Fort Worth Division. 113 7.6 Authority to Sign. 114 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 115 than the duly authorized signatory of the Contractor. 116 117 7.7 Prohibition On Contracts With Companies Boycotting Israel. 118 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 119 Code, the City is prohibited from entering into a contract with a company for goods or 120 services unless the contract contains a written verification from the company that it: (1) 121 does not boycott Israel; and(2)will not boycott Israel during the term of the contract. CITY OF FORT WORTH KIMBO ROAD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02661 Revised 11.15.17 005243-4 Agreement Page 4 of 5 122 The terms "boycott Israel"and "company" shall have the meanings ascribed to those terms 123 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 124 certifies that Contractor's signature provides written verification to the City that 125 Contractor. (1) does not boycott Israel, and(2) will not boycott Israel during the term of 126 the contract. 127 128 7.8 Immigration Nationality Act. 129 Contractor shall verify the identity and employment eligibility of its employees who 130 perform work under this Agreement, including completing the Employment Eligibility 131 Verification Form(I-9). Upon request by City,Contractor shall provide City with copies of 132 all I-9 forms and supporting eligibility documentation for each employee who performs 133 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 134 establish appropriate procedures and controls so that no services will be performed by any 135 Contractor employee who is not legally eligible to perform such services. 136 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 137 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 138 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 139 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 140 Contractor, shall have the right to immediately terminate this Agreement for violations of 141 this provision by Contractor. 142 143 7.9 No Third-Party Beneficiaries. 144 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 145 and there are no third-party beneficiaries. 146 147 7.10 No Cause of Action Against Engineer. 148 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 149 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 150 subcontractors, for any claim arising out of, in connection with, or resulting from the 151 engineering services performed. Only the City will be the beneficiary of any undertaking by 152 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 153 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 154 in any way responsible for those duties that belong to the City and/or the City's construction 155 contractors or other entities, and do not relieve the construction contractors or any other 156 entity of their obligations, duties, and responsibilities, including, but not limited to, all 157 construction methods, means, techniques, sequences, and procedures necessary for 158 coordinating and completing all portions of the construction work in accordance with the 159 Contract Documents and any health or safety precautions required by such construction 160 work. The Engineer and its personnel have no authority to exercise any control over any 161 construction contractor or other entity or their employees in connection with their work or 162 any health or safety precautions. 163 164 SIGNATURE PAGE TO FOLLOW 165 CITY OF FORT WORTH KIMBO ROAD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02661 Revised 11.15.17 005243-5 Agreement Page 5 of 5 166 167 IN WITNESS WHEREOF, City and,Contractor have each executed this Agreement to be 168 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 169 Date"). 170 Contractor: City of Fo orth Conatser Construction TX,L.P. By: By: _ Acsistant City Manager (Slg re) Date � ��� 5r�Oi ain% Attest: - (Print ame) City Sec etary Title: ell�tn+ (Seal) Address: 5327 Wichita Street M&C C-28615 Date: 3/6/2018 Form 1295 No. 2018-300135 City/State/Zip: Fort Worth,Texas 76119 Contract Compliance Manager: By signing, I acknowledge that I am the person o-; responsible for the monitoring and Date administration of this contract, including ensuring all performance and reporting requirements. Mary S S r nal Engineer prove Form and Legality: ouglas W.Black Assistant City Attorney 171 172 kPP OVAL RECOMMENDED: 173 174 (� 175 Doug A.Wiersig,Ph.D., P.E. 176 DIRE OR, 177 Transportation and Public Works 178 OFFICIAL RECORD CITY OF FORT WORTH CITY SECRETARY KIMBO ROAD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS �.�WOM1If,X City Project No.02661 Revised 11.15.17 West, Jennifer From: Adam Burns <adam@cctxlp.com> Sent: Friday, March 23, 2018 7:16 AM To: West,Jennifer Cc: Brock Huggins Subject: RE: Notice of Award - City Project No. CO2661, Paving, Drainage,Water&Sanitary Sewer Improvements for Kimbo Road Jennifer, Please write in the date of March 19, 2018 for Brock's signatures on the Kimbo Rd contracts. We will be sure to write in all dates in the future. Thanks, Adam Burns CONATSER CONSTRUCTION TX, LP Mobile: 817.825.3943 From: West, Jennifer [mailto:Jennifer.WestC&fortworthtexas.gov] Sent: Thursday, March 08, 2018 12:48 PM To: Brock Huggins Cc: Hanna, Mary; TPW Contracts Subject: Notice of Award - City Project No. CO2661, Paving, Drainage, Water&Sanitary Sewer Improvements for Kimbo Road Mr. Huggins, Please find attached your notice of award for City Project No. CO2661, Paving, Drainage,Water&Sanitary Sewer Improvements for Kimbo Road. There are two contract books ready for you to pick up at the Transportation and Public Works office located downtown in City Hall. We are on the southeast corner of the building, on the second floor. Please be sure and sign the log book when the books are picked up. If you need assistance with directions,this hyperlink to City Hall will bring you to Google Maps. Please don't hesitate in contacting me with questions,comments or concerns. Thank you, Jennifer West Management Analyst I Transportation and Public Works 200 Texas Street Fort Worth, Texas 76102 817.392.7233 Phone 817.392.8092 Fax Jennifer.Westa,fortworthtexas.g_ov City of Fort Worth— Working together to build a strong community. 1 0061 13-1 PERFORMANCE BOND Page I of 1 SECTION 00 61 13 Bond No. 0213792 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we,Conatser Construction TX LP known as"Principal"herein and 9 Berkley Insurance Company , a corporate surety(sureties, if more than 10 one)duly authorized to do business in the State of Texas, known as"Surety"herein(whether one I I or more),are field and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as"City"herein, in the penal sum of,FOUR MILLION, 13 NINE HUNDRED EIGHTY-TWO THOUSAND THREE HUNDRED TWENTY-SIX AND 14 00/100 DOLLARS ($4,982,326,00), lawful money of the United States,to be paid in Fort Worth, 15 Tarrant County,Texas for the payment of which sum well and truly to be made,we bind 16 ourselves, our heirs,executors,administrators,successors and assigns,jointly and severally, 17 firmly by these presents, 18 WHEREAS, the Principal has entered into a certain written contract with the City 19 awarded the 6 day of March,2018,which Contract is Hereby referred to and made a part hereof 20 for all purposes as if fully set forth herein,to furnish all materials,equipment labor and other 21 accessories defined by law, in the prosecution of the Work, including any Change Orders,as 22 provided for in said Contract designated as Paving, Drainage, Water&Sanitary Sewer 23 improvements for Kimbo Road From Sylvania Avenue to Mesquite Road,City Project No. 02661 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 KIMBO ROAD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02661 Revised July 1,2011 0061 13-2 PERFORMANCE BOND Page 2 ort I 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 t€te Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 14th day of 6 March ,20 18 7 PRINCIPAL: 8 Conatser Construction TX.LP 9 10 I I BY: 12 Signature 00 13 ATTEST: 14 15 _ Brock Huggins, President 40 16 (Principal)Seer Name and Title 17 18 Address:5327 Wichita Street 19 Fort Worth Texas 76119 20 21 _ 22 W46wlarinc 23 SURETY: 74 Berkley Insurance Company _ 25 26 28 Signature 29 30 Robbi Morales, Attorney-in-fact 31 Name and Title 32 33 Address: 2711 N. Haskell Ave., Suite 800 34 Dallas TX 75204 35 1 I 1 36 \ w 37 Wi ess as o Surety Telephone Number: 214/989-0000 38 39 40 41 *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. 45 CITY OF FORT WORTII KIMBO ROAD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02661 Revised July 1.2011 0061 14-1 PAYMENT BOND Page 1 of I SECTION 00 61 14 Bond No. 0213792 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Conatser Construction TX LP known as "Principal" herein, and 8 Berkley Insurance Company I 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 I I corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of FOUR MILLION NINE HUNDRED EIGHTY-TWO THOUSAND THREE 13 HUNDRED TWENTY-SIX AND 00/100 DOLLARS ($1.982,326.00), lawful money of the 14 United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum 15 well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and 16 assigns,jointly and severally, firmly by these presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 6 day of March, 2018, which Contract is hereby referred to and made a part hereof for all 19 purposes as if fully set forth herein, to furnish all materials, equipment, labor and other 20 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and 21 designated as Paving Drainage, Water & Sanitary Sewer Improvements for Kimbo Road From 22 Sylvania Avenue to Mesquite Road,City Project No. 02661. 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. 31 CITY OF FORT WORTII KIMBO ROAD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02661 Revised July i,2011 0061 14-2 PAYMENT BOND Page 2 ort I IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 14th day of 3 March 2018 4 PRINCIPAL: Conatser Construction TX, LP ATTEST: BY: �".,,,�_ Signature l --- Brock Huggins, President (Principal) Sec e aT ry Name and Title Address: 5327 Wichita Street Fort Worth,Texas 76119 iti to P ial SURETY: Berkley Insurance Company ATTEST: BY: Signature Robbi Morales, Attorney-in-fact (Sire ) Secretary Name and Title Address: 2711 N. Haskell Ave. Suite 800 Dallas TX 75204 Wit ess a to Surety Telephone Number: 214/989-0000 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. I 1 END OF SECTION 12 CITY OF FORT WORTH KIMBO ROAD STANDARD CONSTRUCTION SPLCIFICATION DOCUMENTS City Projcct No,02661 Revised July 1,2011 0061 19-1 MAINTENANCE BOND Page] of 3 I SECTION 00 61 19 Bond No. 0213792 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS; 6 COUNTY OF TARRANT § 7 8 That we Conatser Construction TX LP, known as "Principal'herein and 9 Berkley Insurance Company , a corporate surety(sureties, if more than 10 one)duly authorized to do business in the State of Texas, known as"Surety"herein (whether one I 1 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as"City" herein, in the sum of FOUR 13 MILLION NINE HUNDRED EIGHTY-TWO TFIOUSAND THREE HUNDRED TWENTY- 14 SIX AND 00/100 DOLLARS ($4,982.326.00), lawful money of the United States, to be paid in 15 Fort Worth,Tarrant County, Texas, for payment of which sum well and truly be made unto the 16 City and its successors,we bind ourselves, our heirs, executors,administrators,successors and 17 assigns,jointly and severally, firmly by these presents. 18 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded the 6 20 day of March,2018, which Contract is hereby referred to and a made part hereof for all purposes 21 as if fully set forth herein,to furnish all materials,equipment labor and other accessories as 22 defined by law, in the prosecution of the Work, including any Work resulting from a duly 23 authorized Change Order(collectively herein, the"Work")as provided for in said contract and 24 designated as Paving Drainage. Water&Sanitary Sewer Improvements for Kimbo Road From 25 Sylvan ia Avenue to Mesquite Road, City Proiect No. 02661; and 26 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of hvo (2)years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. 35 CITY OF FORT WOR'T'H KIMBO ROAD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02661 Revised July 1,2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 rcmedy any defective Work, for which timely notice was provided by City,to a completion 3 satisfactory to the City,then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and IO 1 l PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER,that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH KIMBO ROAD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02661 Revised July 1,2011 0061 i9-3 MAINTENANCE BOND Page 3 of 3 1 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 14th day of March 3 , 2018 4 5 PRINCIPAL: 6 Conatser Construction TX LP 7 9 BY: 10 Signature 11 ATTEST: 12 13 Brock Huggins, President —PMVfj§ft OM IiA 14 (Principal)Secret Name and Title 15 16 Address: 5327 Wichita Street 17 Fort Worth Texas 76119 18 19 • 20 it 21 SURETY: 22 Berkley Insurance Company 23 24 25 BY: rrs��L mom_ 26 Signature 27 28 Robbi Morales, Attorney-in-fact 29 A i 1 EST: Name and Title 30 - 31 Address: 2711 N. Haskell Ave. Suite 800 32 ( r4)Secret ry Dallas, TX 75204 33 34 35 Wi ss a o Surety Telephone Number: 214/989-0000 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 Tile date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF PORT WORTI I KIMBO ROAD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No,02661 Revised July 1.2011 No.BI-7280g POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON,DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. d KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware,having its principal office in Greenwich, CT,has made,constituted and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Don E. Cornell, Vena DeLene 73 Marshall, Sophinie Hunter; Robbi Morales; Kelly A. Westbrook, or Tina McEwan of Aon Risk Services Southwest, Inc. of Dallas, TX its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings,with the exception of Financial Guaranty Insurance,providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. b This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, 'o without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25,2010: E c RESOLVED, that, with respect to the Surety business written by Berkley Surety Group, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant o ° Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the o .o corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and revoke any power of attorney previously granted;and further RESOLVED,that such power of attorney limits the acts of those named therein to the bonds,undertakings,recognizances,or other suretyship obligations specifically named therein,and they have no authority to bind the Company except in the manner > and to the extent therein stated;and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and CZ 0 on fiuther ¢ RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any 3 power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or E other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as .Q though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any °o E person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have Yceased to be such at the time when such instruments shall be issued. o IN WITNESS WHEREOF, the Compiny has caused these presents to be signed and attested by its appropriate officers and its o corporate seal hereunto affixed thisW day of & 2016. Attest: Berkley Insurance Company (Seal) By LGl B ° Ira S. Lederman Je after Executive Vice President&Secretary S nior V President WARNING:THIS POWER INVALID IF NOT PRINTED ON BLUE"BERKLEY"SECURITY PAPER. L E STATE OF CONNECTICUT) ° N o ) ss: ° COUNTY OF FAIRFIELD Sworn to before me, a Notary Public in the State of Connecticut,this 2Zday oMX4efU1L , 2016,by Ira S.Lederman and Jeffrey M. Hafter who are sworn to me to be the Executive Vice President and Secretary, :an)de Senior Vice President, Q respectively,of Berkley Insurance Company MARIA C.RUNDBAKEN o NOTARY PUBLIC MY COMMISSION EXPIRES Notary Public, State of Connecticut Z APRIL 30,2019 Z CERTIFICATE Ce; I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct Q and complete co of the original Power of Attorney;that said Power of Attorney has not been revoked or rescinded and that the authority of the 3 a P _ PY g� Y� Y tY Attorney is Fact set forth therein,who executed the bond or undertaking to which this Power of Attorney is attached,is in full force and effect as of this date. Given under my hand and seal of the Company,this 14th day of March (Seal) Vincent P. orte Please verify the authenticity of the instrument attached to this Power by: Toll-Free Telephone: (800) 456-5486; or Electronic Mail: BSGlnguiry@berkleysurety.com Any written notices, inquiries, claims or demands to the Surety on the bond attached to this Power should be directed to: Berkley Surety 412 Mount Kemble Ave. Suite 310N Morristown, NJ 07960 Attention: Surety Claims Department Or Email: BSGClaim@berkleysurety.com Please include with all communications the bond number and the name of the principal on the bond. Where a claim is being asserted, please set forth generally the basis of the claim. In the case of a payment or performance bond, please also identify the project to which the bond pertains. Berkley Surety is a member company of W. R. Berkley Corporation that underwrites surety business on behalf of Berkley Insurance Company, Berkley Regional Insurance Company and Carolina Casualty Insurance Company. IMPORTANT NOTICE To obtain information or make a complaint: You may call Berkley Surety Group, LLC and its affiliates by telephone for information or to make a complaint: BERKLEY SURETY GROUP, LLC Please send all notices of claim on this bond to: .Berkley Surety Group, LLC (866) 768-3534 412 Mount Kemble Avenue, Suite 31 ON Morristown, NJ 07960 Attn: Surety Claims Department 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: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: hfp://www.tdi.state.tx.us E-mail: ConsumerProtectionCc-tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact your agent or Berkley Surety Group, LLC first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document and is given to comply with Texas legal and regulatory requirements. ACO® DATE(MM/DD/YYYY) Ill OF LIABILITY INSURANCE 3/14/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT J Ce Womack NAME: joy Ce Sweeney Company PHONE (817)457-6700 aC No:(817)457-7246 1121 E. Loop 820 South EMAIL Toyco theawoeneyco.com. ADDRESS: P 0 BOX 8720 INSURERS AFFORDING COVERAGE NAIC 8 Fort Worth TX 76124-0720 INSURERA:Bitco National Insurance Co 20109 INSURED INSURERB:Bitco General Insurance Corp 20095 Conatser Construction TX, LP INSURER C: P.O.Box 15448 INSURER D: INSURER E: Fort Worth TX 76119 11INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADOL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DD/YYYY MM/D YYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE ❑X OCCUR PREM IS (Ea occurrence)) $ 100,000 X CONTRACTUAL, XCU CLP 3 656 814 8/1/2017 8/1/2018 MED EXP(Any one person) $ 5,000 X INDEP CONT, BFPD PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY FX]JEC- �LOC PRODUCTS-COMP/OPAGG $ 2,000,000 X OTHER: 1 000 DED PER PD OCC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident A X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED CAP 3 656 813 8/1/2017 8/1/2018 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 B EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED X RETENTION 10,000 CUP 2 812 715 8/1/2017 8/1/2018 $ WORKERS COMPENSATION ]( AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? � N/A B (Mandatory in NH) 11C 3 656 812 8/1/2017 8/1/2018 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES ( 101,Additional Remarks Schedule,may be attached if more space Is required) PROD 02661 KIMBO RD FROM N SYLVANIA AVE TO MESQUITE RD WATER, SANITARY SEWER & PAVING IMPROVEMENTS. ALL POLICIES INCLUDE A BLANKET AUTOMATIC WAIVER OF SUBROGATION ENDORSEMENT & THE GL, AUTO & UMB POLICIES INCLUDE A BLANKET AUTOMATIC ADDITIONAL INSURED ENDORSEMENT PROVIDING ADDITIONAL INSURED & WAIVER OF SUBROGATION STATUS TO THE CERTIFICATE HOLDER ONLY WHEN THERE IS A WRITTEN CONTRACT BETWEEN THE NAMED INSURED & THE CERTIFICATE HOLDER THAT REQUIRES SUCH STATUS. THE GL ADDITIONAL INSURED ENDORSEMENT CONTAINS SPECIAL PRIMARY & NONCONTRIBUTORY WORDING. THE POLICIES INCLUDE AN ENDORSEMENT PROVIDING 30 DAYS NOTICE OF CANCELLATION (10 FOR NON-PAY OF PREMIUM) TO THE CERTIFICATE HOLDER. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF FORT WORTH THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 TEXAS ST ACCORDANCE WITH THE POLICY PROVISIONS. FT WORTH, TX 76102 AUTHORIZED REPRESENTATIVE Charles Sweeney/JOYCE ��"G� ��=� 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnaffy2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology..........................................................................................................1 �. 1.01 Defined Terms...............................................................................................................................l 1.02 Terminology..................................................................................................................................6 Article2—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............................................................................................................................l l 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 Article5—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 SPECIFICATION DOCUMENTS Revision:FebnmyZ 2016 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 Taxes28 ........................................................................................................................................... 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 .............................. ... ..................A.......................................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 Article7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article8-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 Manager ............................................................................................................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 SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 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-Tests and Inspections; Correction,Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Work48 ........................................................................................................................... 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 _ 14.08 Final Completion Delayed and Partial Retainage Release........................................................56 14.09 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 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 Article17—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................................................. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 — 007200-1 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 forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and + Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. ` 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid { security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day– A business day is defined as a 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. s 12. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fe3nimy2,2016 0072 00-1 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 perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney – The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort _ Worth,Texas, or his duly authorized representative. 18. Contract 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 SPECIFICATION DOCUMENTS Revision:Fdxuaty2,2016 = 0072 00-1 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 TM 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 parries 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 SPECIFICATION DOCUMENTS y Revision:Fdxumy2,2016 007200-1 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. v 49. Petroleum—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 SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 ` 007200-1 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 Manager—The authorized representative of the City who will be assigned to the Site. 54. Public Meeting -- An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954(42 USC Section 2011 et seq.)as amended from time to time. 56. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday(excluding legal holidays). 57. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. - 61. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 0072 00-1 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 Y 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 1.023 through E are not defined but, when used in the Bidding Requirements or Contract Documents,have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuacy2,2016 007200-1 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 SPECIFICATION DOCUMENTS Revision:Febnny2,2016 00 72 00-1 -* 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 p 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 SPECIFICATION DOCUMENTS Revision:I dwary Z 2016 00 72 00-1 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. 3.42 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. 3.43 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 SPECIFICATION DOCUMENTS r Revision:Fdxumy2,2016 00 72 00-1 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 w 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 SPECIFICATION DOCUMENTS Revision:Febmacy2,2016 ' 007200-1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the + receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies,the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 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 Differing 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 SPECIFICATION DOCUMENTS Revision:February2,2016 007200-1 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 SPECIFICATION DOCUMENTS i Revision:Februacy2,2016 0072 00-1 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 SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 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 indemnify any individual or entityfrom 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 SPECIFICATION DOCUMENTS Revision:Febmay2,2016 00 72 00-1 t 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 limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security T 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 SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 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 y 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 l 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 y 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 SPECIFICATION DOCUMENTS Revision:Febmary2,2016 00 72 00-1 -- 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 v Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability T (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance v 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 r CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Felnuary2,2016 007200-1 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 Y or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence ~ A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means,methods,techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmamy2,2016 007200-1 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 y Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication)to perform Work: 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 SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 - 00 72 00-1 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 013 2 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; Cn Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnuazy2,2016 00 72 00-1 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 conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified;and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febney2,2016 0072 00-1 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 indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorney's 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 SPECIFICATION DOCUMENTS Revision:Febm iry2,2016 007200-1 — 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. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance(as amended)by the following: ` I. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE 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. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 007200-1 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 a 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 a Documents. B. Penaltyfor 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 SPECIFICATION DOCUMENTS Revision:Fdxuaty2,2016 007200-1 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 11th 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, 4 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 SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 T 0072 00-1 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 permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of 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 SPECIFICATION DOCUMENTS Revision:Febnny2,2016 00 72 00-1 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. htt2://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 commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 - 00 72 00-1 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 indemnify 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 f CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fcbnwy2,2016 00 72 00-1 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 T 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 SPECIFICATION DOCUMENTS Revision:Febnrazy2,2016 007200-1 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 conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive - steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 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 SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 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 information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in _ writing. 6.20 Contractor's General 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 T 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 R responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FdxumyZ 2016 ` 0072 00-1 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 5.02.13. 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 SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 00 72 00-1 — 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 Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall R 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 SPECIFICATION DOCUMENTS Revision:Febngry2,2016 n 007200-1 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 SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 0072 00-1 �- 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 T 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 SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 00 72 00-1 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 Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is Mary S. Hanna,PE, or his/her successor pursuant to written notification from the Director of Transportation & Public Works. 9.02 Visits to Site A. City's Project Manager 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 Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager 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 Manager'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 Manager'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 SPECIFICATION DOCUMENTS f Revision:Fdxumy2,2016 00 72 00-1 — GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager 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 Manager 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 Per Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager 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. T 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 SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 00 72 00-1 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 f 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 SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 007200-1 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 SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 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 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, 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. a 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 SPECIFICATION DOCUMENTS Revision:Feln wyZ 2016 00 72 00-1 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 Y 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 T 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 SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 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 term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.0I.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 11.0l.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. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 007200-1 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 SPECIFICATION DOCUMENTS Revision:FebmaryZ 2016 007200-1 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 SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 0072 00-1 — 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 12.013.2, 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 11.0l.A.1, 11.0l.A.2. and 11.0l.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 11.0l.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 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 v 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under a Paragraphs 11.0l.A.1 and 11.0l.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 11.0l.A.6, and 11.01.13; 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 SPECIFICATION DOCUMENTS Revision:FebmazyZ 2016 007200-1 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 l 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 SPECIFICATION DOCUMENTS Revision:FdxuazyZ2016 - 0072 00-1 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 SPECIFICATION DOCUMENTS Revision:Fehuazy2,2016 007200-1 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 permitted 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, w architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others)will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 007200-1 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 CrFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmazy2,2016 0072 00-1 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 SPECIFICATION DOCUMENTS Revision:Febnjmy2,2016 ■ 007200-1 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 performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that 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 SPECIFICATION DOCUMENTS Revision:FebmaryZ2016 00 72 00-1 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 SPECIFICATION DOCUMENTS Revision:Fdxuaty2,2016 007200-1 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 a 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 SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 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 t the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebmaazyZ 2016 - 0072 00-1 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 terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of 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 SPECIFICATION DOCUMENTS Revision:Febnary2,2016 00 72 00-1 w 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 temunation for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere LL to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 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 SPECIFICATION DOCUMENTS Revision:Fdxuazy2,2016 - ` 00 72 00-1 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 a 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 15.02.8, 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. f CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmacy2,2016 007200-1 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. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract 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 SPECIFICATION DOCUMENTS Revision:Fdxumy2,2016 007200-1 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 form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for(without duplication of any items): 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 10.06.13 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 SPECIFICATION DOCUMENTS Revision:Fdxuary2,2016 00 72 00-1 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 firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. - B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation 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 SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations u 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 SPECIFICATION DOCUMENTS .. Revision:Fdxuaty2,2016 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 4 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 8 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 9 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 10 of the General Conditions which are not so modified or supplemented remain in full force and effect. - 11 12 Defined Terms 13 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 4 14 meaning assigned to them in the General Conditions,unless specifically noted herein. 15 16 Modifications and Supplements 17 The following are instructions that modify or supplement specific paragraphs in the General Conditions and -- 18 other Contract Documents. 19 20 SC-3.03B.2,"Resolving Discrepancies" _ 21 Plans govern over Specifications. 22 23 SC4.01A 24 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 25 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 26 Contract Drawings. 27 28 SC4.01A.1.,"Availability of Lands" 29 The following is a list of known outstanding right-of-way,and/or easements to be acquired,if any as of 30 November 1,2017: 31 32 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION Betty Emory, Cody Franklin Smith, Laurie SSE-6, ROE-31 Smith 12/07/17 SSE-7, ROE 30 Melvin L. & D.T. Lodrigue 12/07/17 33 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 34 and do not bind the City. 35 - 36 If Contractor considers the final easements provided to differ materially from the representations on the 37 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 38 notify City in writing associated with the differing easement line locations. 39 40 SC4.01A.2,"Availability of Lands" 41 Utilities or obstructions to be removed,adjusted,and/or relocated 42 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated - 43 as of September 30,2017: CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised January 22,2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 4 ! 1 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT Atmos Gas Oncor Overhead electric+utilities sharing utility poles 2 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 3 and do not bind the City. 4 5 SC4.02A.,"Subsurface and Physical Conditions" 6 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 7 ► 8 A Geotechnical Investigation Report No. 15216,dated March 2016,prepared by Globe Engineers,Inc.,a 9 sub-consultant of Baird,Hampton&Brown,Inc.,a consultant of the City,providing additional information 10 on the subsurface physical conditions of the project site and the paving recommendations for the project. - 11 12 The following are drawings of physical conditions in or relating to existing surface and subsurface 13 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 14 None - 15 16 SC4.06A.,"Hazardous Environmental Conditions at Site" 17 The following are reports and drawings of existing hazardous environmental conditions known to the City: 18 None 19 20 SC-5.03A.,"Certificates of Insurance" 21 The entities listed below are"additional insureds as their interest may appear"including their respective 22 officers,directors,agents and employees. 23 24 (1) City of Fort Worth - 25 (2) Consultant: Baird,Hampton&Brown,Inc. 26 (3) Other: None 27 28 SC-5.04A.,"Contractor's Insurance" - 29 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 30 coverages for not less than the following amounts or greater where required by laws and regulations: 31 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 32 33 Statutory limits 34 Employer's liability 35 $100,000 each accident/occurrence 36 $100,000 Disease-each employee 37 $500,000 Disease-policy limit 38 39 SC-5.04B.,"Contractor's Insurance" 40 5.04B.Commercial General Liability,under Paragraph GC-5.04B.Contractor's Liability Insurance 41 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 42 minimum limits of: 43 44 $1,000,000 each occurrence 45 $2,000,000 aggregate limit CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised January 22,2016 007300-3 SUPPLEMENTARY CONDITIONS T Page 3 of 4 1 _ 2 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 3 General Aggregate Limits apply separately to each job site. 4 5 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 6 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 7 8 SC 5.04C.,"Contractor's Insurance" 9 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under 10 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 11 12 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", 13 defined as autos owned,hired and non-owned. 14 15 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at _ 16 least: 17 $250,000 Bodily Injury per person/ 18 $500,000 Bodily Injury per accident/ 19 $100,000 Property Damage 20 21 SC-5.04D.,"Contractor's Insurance" 22 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 23 material deliveries to cross railroad properties and tracks:NONE 24 25 SC-6.04.,"Project Schedule" 26 Project schedule shall be Tier 4 for the project. 27 28 SC-6.07.,"Wage Rates" 29 The following is the prevailing wage rate table(s)applicable to this project and is provided in the _ 30 Appendixes: 31 2017 Prevailing Wage Rates(Highway;Heavy,including pipelines) 32 33 SC-6.09.,"Permits and Utilities" 34 35 SC-6.09A.,"Contractor obtained permits and licenses" 36 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 37 1.TCEQ Notice of Intent of Storm Water Discharges 38 2.TCEQ General Permit for Stormwater Discharges from Construction Activities 39 3.TCEQ Notice of Termination of Storm Water Discharges 40 4.Licensed Plumber 41 5.Fort Worth Street use permit 42 43 SC-6.09B."City obtained permits and licenses" 44 The following are known permits and/or licenses required by the Contract to be acquired by the City: 45 1.TxDOT Utility Installation Request 46 47 SC-6.09C."Outstanding permits and licenses" 48 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of September 49 30,2017: 50 51 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised January 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 4 OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION City of Fort Worth TxDOT Utility Installation Request November 2017 1 SC-7.02.,"Coordination" 2 The individuals or entities listed below have contracts with the City for the performance of other work at - 3 the Site: 4 Vendor Scope of Work Coordination Authority Atmos Relocate utilities Mary Hanna,PE,City of Fort Worth Oncor Relocate utilities Mary Hanna,PE,City of Fort Worth 5 6 7 SC-8.01,"Communications to Contractor" 8 NONE m 9 10 SC-9.01.,"City's Project Manager" I I The City's Project Manager for this Contract is Mary S.Hanna,PE,or her successor pursuant to written 12 notification from the Director of Transportation and Public Works Infrastructure Design and 13 Construction. 14 15 SC-13.03C.,"Tests and Inspections" 16 Sewer installation and restoration at TX-183 (NE 281 St.)shall be in accordance with TxDOT standards. 17 18 SC-16.01C.1,"Methods and Procedures" 19 NONE 20 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01.,"City's Project Representative"wording changed to City's Project Manager. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised January 22,2016 011100-1 SUMMARY OF WORK Page 1 of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY r 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 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 within easements,including removal,temporary — 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal,unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 - Revised December 20,2012 011100-3 SUMMARY OF WORK Page 3 of 3 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 13 R 4 A CITY OF FORT WORTH Kimbo Road R STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1 - GENERAL 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; y 40 or, CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 N 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 T 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 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 f 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 SUBMITTALSANFORMATIONAL 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: i 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 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 013119-1 PRECONSTRUCTION MEETING Pagel of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING F 3 PART1 - GENERAL 4 1.1 SUMMARY 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 F Revised August 17,2012 013119-2 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 0132 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 J. Questions or Comments CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 17,2012 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL 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 13 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 17,2012 013120-1 PROJECT MEETINGS Page 1 of 3 _ 1 SECTION 013120 2 PROJECT MEETINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly _ 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 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 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule,attend and administer as specified,periodic progress meetings,and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor,subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section,may be held when requested 29 by the City,Engineer or Contractor. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement,but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location a 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 013120-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives _. 3 4. Meeting Schedule 4 a. In general,the neighborhood meeting will occur within the 2 weeks following 5 the pre-construction conference. - 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include,but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings,prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives _ 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations,problems,conflicts 32 c. Items which impede construction schedule 33 d. Review of off-site fabrication,delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule w 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules - 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 013120-3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable,meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] • 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] Y 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3- EXECUTION [NOT USED] 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 23 F CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 R Revised July 1,2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE Pagel of 5 _ 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - 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 i 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 013216-2 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 ., Revised July 1,2011 0132 16-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: Y 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 y 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 R 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. v 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 0132 16-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. ` 11 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2- PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 R 013300-1 SUBMITTALS Pagel of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product 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] a 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing,at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections,of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including,but not limited to: 32 a) Disapproval and resubmittal(if required) 33 b) Coordination with other submittals - 34 c) Testing 35 d) Purchasing 36 e) Fabrication - 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 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 r 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 '/z inches x 11 inches to 8 %2 inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet r 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 013300-3 SU13MMALS Page 3 of 8 1 2. The Project title and number . 2 3. Contractor identification 3 4. The names of- 4 f4 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 i 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 4 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 r Revised December 20,2012 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 y 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 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 16 the 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 4 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. n 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 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 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. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Kimbo Road F STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 013300-8 SUBMITTALS Page 8 of 8 1 PART 2- PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.x.8.Working Days modified to Calendar Days 5 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 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 1. Coordination with North Central Texas Council of Governments Clean 19 Construction Specification 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. - 22 C. Related Specification Sections include,but are not necessarily limited to: 23 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1 -General Requirements 25 3. Section 33 12 25-Connection to Existing Water Mains 26 1.2 PRICE AND PAYMENT PROCEDURES = 27 A. Measurement and Payment 28 1. Coordination within Railroad permit areas 29 a. Measurement w 30 1) Measurement for this Item will be by lump sum. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item - 33 will be paid for at the lump sum price bid for Railroad Coordination. 34 c. The price bid shall include: 35 1) Mobilization 36 2) Inspection 37 3) Safety training 38 4) Additional Insurance 39 5) Insurance Certificates CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 T 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and _ 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment . 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards — 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification,unless a date is specifically cited. 24 2. Health and Safety Code,Title 9. Safety, Subtitle A.Public Safety, Chapter 752. 25 High Voltage Overhead Lines. 26 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction T 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas _ 31 Department of Transportation(TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines(more than 600 volts measured between - 40 conductors or between a conductor and the ground)shall be in accordance with 41 Health and Safety Code,Title 9, Subtitle A,Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. 44 3. Equipment operating within 10 feet of high voltage lines will require the following 45 safety features CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 n 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Insulating cage-type of guard about the boom or arm .- 2 b. Insulator links on the lift hook connections for back hoes or dippers 3 c. Equipment must meet the safety requirements as set forth by OSHA and the 4 safety requirements of the owner of the high voltage lines 5 4. Work within 6 feet of high voltage electric lines 6 a. Notification shall be given to: 7 1) The power company(example: ONCOR) 8 a) Maintain an accurate log of all such calls to power company and record 9 action taken in each case. 10 b. Coordination with power company 11 1) After notification coordinate with the power company to: 12 a) Erect temporary mechanical barriers,de-energize the lines,or raise or 13 lower the lines 14 c. No personnel may work within 6 feet of a high voltage line before the above 15 requirements have been met. 16 C. Confined Space Entry Program _ 17 1. Provide and follow approved Confined Space Entry Program in accordance with 18 OSHA requirements. 19 2. Confined Spaces include: 20 a. Manholes 21 b. All other confined spaces in accordance with OSHA's Permit Required for 22 Confined Spaces t 23 D. Air Pollution Watch Days 24 1. General 25 a. Observe the following guidelines relating to working on City construction sites - 26 on days designated as"AIR POLLUTION WATCH DAYS". 27 b. Typical Ozone Season 28 1) May 1 through October 31. _. 29 c. Critical Emission Time 30 1) 6:00 a.m. to 10:00 a.m. 31 2. Watch Days 32 a. The Texas Commission on Environmental Quality(TCEQ),in coordination 33 with the National Weather Service,will issue the Air Pollution Watch by 3:00 34 p.m. on the afternoon prior to the WATCH day. _ 35 b. Requirements 36 1) Begin work after 10:00 a.m.whenever construction phasing requires the 37 use of motorized equipment for periods in excess of 1 hour. _ 38 2) However,the Contractor may begin work prior to 10:00 a.m. if. 39 a) Use of motorized equipment is less than 1 hour,or 40 b) If equipment is new and certified by EPA as "Low Emitting",or 41 equipment burns Ultra Low Sulfur Diesel(ULSD),diesel emulsions,or 42 alternative fuels such as CNG. 43 E. TCEQ Air Permit 44 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 45 F. Use of Explosives,Drop Weight,Etc. 46 1. When Contract Documents permit on the project the following will apply: CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 a. Public Notification 2 1) Submit notice to City and proof of adequate insurance coverage,24 hours 3 prior to commencing. 4 2) Minimum 24 hour public notification in accordance with Section 0131 13 5 G. Water Department Coordination 6 1. During the construction of this project,it will be necessary to deactivate,for a 7 period of time,existing lines. The Contractor shall be required to coordinate with 8 the Water Department to determine the best times for deactivating and activating 9 those lines. 10 2. Coordinate any event that will require connecting to or the operation of an existing 11 City water line system with the City's representative. 12 a. Coordination shall be in accordance with Section 33 12 25. 13 b. If needed,obtain a hydrant water meter from the Water Department for use 14 during the life of named project. 15 c. In the event that a water valve on an existing live system be turned off and on 16 to accommodate the construction of the project is required, coordinate this 17 activity through the appropriate City representative. _ 18 1) Do not operate water line valves of existing water system. 19 a) Failure to comply will render the Contractor in violation of Texas Penal 20 Code Title 7,Chapter 28.03(Criminal Mischief)and the Contractor _ 21 will be prosecuted to the full extent of the law. 22 b) In addition,the Contractor will assume all liabilities and 23 responsibilities as a result of these actions. 24 H. Public Notification Prior to Beginning Construction 25 1. Prior to beginning construction on any block in the project, on a block by block 26 basis,prepare and deliver a notice or flyer of the pending construction to the front 27 door of each residence or business that will be impacted by construction. The notice 28 shall be prepared as follows: 29 a. Post notice or flyer 7 days prior to beginning any construction activity on each _ 30 block in the project area. 31 1) Prepare flyer on the Contractor's letterhead and include the following 32 information: 33 a) Name of Project 34 b) City Project No(CPN) 35 c) Scope of Project(i.e.type of construction activity) 36 d) Actual construction duration within the block 37 e) Name of the contractor's foreman and phone number 38 f) Name of the City's inspector and phone number 39 g) City's after-hours phone number 40 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 41 A. 42 3) Submit schedule showing the construction start and finish time for each _ 43 block of the project to the inspector. 44 4) Deliver flyer to the City Inspector for review prior to distribution. 45 b. No construction will be allowed to begin on any block until the flyer is 46 delivered to all residents of the block. 47 I. Public Notification of Temporary Water Service Interruption during Construction CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 013513-5 SPECIAL PROJECT PROCEDURES y Page 5 of 8 1 1. In the event it becomes necessary to temporarily shut down water service to 2 residents or businesses during construction,prepare and deliver a notice or flyer of 3 the pending interruption to the front door of each affected resident. 4 2. Prepared notice as follows: 5 a. The notification or flyer shall be posted 24 hours prior to the temporary 6 interruption. 7 b. Prepare flyer on the contractor's letterhead and include the following 8 information: 9 1) Name of the project 10 2) City Project Number 11 3) Date of the interruption of service 12 4) Period the interruption will take place 13 5) Name of the contractor's foreman and phone number 14 6) Name of the City's inspector and phone number 15 c. A sample of the temporary water service interruption notification is attached as 16 Exhibit B. 17 d. Deliver a copy of the temporary interruption notification to the City inspector 18 for review prior to being distributed. 19 e. No interruption of water service can occur until the flyer has been delivered to 20 all affected residents and businesses. 21 f. Electronic versions of the sample flyers can be obtained from the Project 22 Construction Inspector. 23 J. Coordination with United States Army Corps of Engineers(USACE) 24 1. At locations in the Project where construction activities occur in areas where 25 USACE permits are required,meet all requirements set forth in each designated 26 permit. 27 K. Coordination within Railroad Permit Areas 28 1. At locations in the project where construction activities occur in areas where i 29 railroad permits are required,meet all requirements set forth in each designated 30 railroad permit. This includes,but is not limited to,provisions for: 31 a. Flagmen 32 b. Inspectors 33 c. Safety training 34 d. Additional insurance 35 e. Insurance certificates 36 f. Other employees required to protect the right-of-way and property of the 37 Railroad Company from damage arising out of and/or from the construction of 38 the project. Proper utility clearance procedures shall be used in accordance 39 with the permit guidelines. 40 2. Obtain any supplemental information needed to comply with the railroad's 41 requirements. 42 3. Railroad Flagmen 43 a. Submit receipts to City for verification of working days that railroad flagmen 44 were present on Site. 45 L. Dust Control 46 1. Use acceptable measures to control dust at the Site. 47 a. If water is used to control dust,capture and properly dispose of waste water. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 b. If wet saw cutting is performed,capture and properly dispose of slurry. 2 M. Employee Parking 3 1. Provide parking for employees at locations approved by the City. 4 N. Coordination with North Central Texas Council of Governments(NCTCOG)Clean 5 Construction Specification 6 1. Comply with equipment,operational,reporting and enforcement requirements set 7 forth in NCTCOG's Clean Construction Specification. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALSANFORMATIONAL 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 END OF SECTION 19 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. _ 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 20 .� CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 013513-7 _ SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 _ 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 w 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. w 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT< TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 • CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 FORT WORTH DoE no.XX= PreJscx flame: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON ` BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) ` OR MR. AT _ (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, .CONTRACTOR 3 - - ---- 4 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 014523-1 TESTING AND INSPECTION SERVICES Pagel of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - GENERAL 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 FTP site approved by 38 the City. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 i Revised July 1,2011 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 R 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 SUBMITTALSANFORMATIONAL 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 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 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 T 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 01 5000-3 i 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 Y 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. j 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 015000-4 TEMPORARY FACE ITIES 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 8 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit. 8 b. Modification of approved traffic control 9 c. Removal of Street Signs - 10 B. Deviations from this City of Fort Worth Standard Specification 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 ' Revised July 1,2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 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 SUBMITTALSANFORMATIONAL 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 _ Revised July 1,2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 i t CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 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 I —General Requirements 13 3. Section 3125 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 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent:NOI 24 2. Notice of Termination:NOT i 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 w 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 Kimbo Road Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 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 3125 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 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit T 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 3125 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 0133 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 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 0133 00. 4 1.6 ACTION SUBMITTALSANFORMATIONAL 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 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 ` Revised July 1,2011 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE = 3 PART1 - GENERAL 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 y 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] r 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 [ox] 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 01 5813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of%-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 31 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 - 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 w w w 4 w CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 016000-1 PRODUCT REQUIREMENTS Pagel of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 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 located on Buzzsaw as follows: 16 1. Resources\02-Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List,not all 26 products from that manufacturer are approved for use, including but not limited to,that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 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 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 8 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - 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 SUBMITTALSANFORMATIONAL 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 - 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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 1 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 2. Remobilization _. 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 4 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised November 22,2016 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: w 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 Work Order. - 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0 -Bidding Requirements,Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements T 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit 40 price per each"Specified Remobilization"in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby, idle time,or lost profits associated this 46 Item. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised November 22,2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City v 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"will be paid for at the unit 14 price per each"Work Order Mobilization"in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: -• 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time,or lost profits associated this _. 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement w 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under"Measurement"will be paid for at the unit 29 price per each"Work Order Emergency Mobilization"in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby,idle time,or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] ■ 44 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised November 22,2016 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 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 [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to make specification flexible for either subsidiary or paid bid item for Mobilization. 7 v CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised November 22,2016 + 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 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. Construction Staking 15 a. Measurement 16 1) This Item shall be measured per lump sum of"CONSTRUCTION 17 STAKING"per each Unit 1,2, 3, and 4. 18 b. Payment 19 l) The work performed and materials furnished in accordance with this Item 20 and measured as provided under"Measurement"shall each be paid for at the 21 unit price bid per lump sum of"CONSTRUCTION STAKING"upon 22 completion of the staking for each Unit 1,2, 3, and 4. Y 23 2. Construction Survey 24 a. Measurement 25 1) This Item is considered subsidiary to the various Items bid. 26 b. Payment 27 1) The work performed and the materials furnished in accordance with this 28 Item are subsidiary to the various Items bid and no other compensation will be 29 allowed. 30 3. As-Built Survey 31 a. Measurement 32 1) This Item shall be measured per lump sum of"AS-BUILT SURVEY"per 33 each Unit 1 and 2. Otherwise,this Item is considered subsidiary to the 34 various items bid. 35 b. Payment - 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under"Measurement"shall each be paid for at the 38 unit price bid per lump sum of"AS-BUILT SURVEY"upon the City's 39 approval of the as-built survey for each Unit 1 and 2. 40 1.3 REFERENCES _ 41 A. Definitions CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 31,2017 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 1. Construction Survey-The survey measurements made prior to or while construction 2 is in progress to control elevation,horizontal position,dimensions and configuration 3 of structures/improvements included in the Project Drawings. 4 2. As-built Survev—The measurements made after the construction of the improvement 5 features are complete to provide position coordinates for the features of a project. 6 3. Construction Staking—The placement of stakes and markings to provide offsets and 7 elevations to cut and fill in order to locate on the ground the designed 8 structures/improvements included in the Project Drawings. Construction staking r 9 shall include staking easements and/or right of way if indicated on the plans. 10 4. Survey"Field Checks"—Measurements made after construction staking is 11 completed and before construction work begins to ensure that structures marked on _ 12 the ground are accurately located per Project Drawings. 13 B. Technical References 14 1. City of Fort Worth--Construction Staking Standards(available on City's Buzzsaw - 15 website)—017123.16.01— 17123.16.01—Attachment A Survey Staking Standards 16 2. City of Fort Worth-Standard Survey Data Collector Library(fxl)files(available on 17 City's Buzzsaw website)—01 71 23.16.02 Attachment B—Survey Data Collector - 18 Library.fxl. 19 3. Texas Department of Transportation(TxDOT) Survey Manual,latest revision 20 4. Texas Society of Professional Land Surveyors(TSPS),Manual of Practice for Land 21 Surveying in the State of Texas, Category 5 22 23 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 24 1.5 SUBMITTALS 25 A. Submittals,if required, shall be in accordance with Section 0133 00. 26 B. All submittals shall be received and reviewed by the City prior to delivery of work. 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 28 A. Field Quality Control Submittals 29 1. Documentation verifying accuracy of field engineering work, including coordinate 30 conversions if plans do not indicate grid or ground coordinates. 31 2. Submit"Cut-Sheets"conforming to the standard template provided by the City 32 (refer to 01 71 23.16.01 —Attachment A—Survey Staking Standards. Contractor 33 shall submit an updated Construction As-built Spreadsheet with the second partial 34 payment request each month. _ 35 3. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 36 constructed improvements during the progress of the construction signed and 37 sealed by RPLS responsible for the work. _ 38 1.7 CLOSEOUT SUBMITTALS 39 B. As-built Redline Drawing Submittal 40 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 41 constructed improvements after the construction is completed signed and sealed 42 by RPLS responsible for the work. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 _ Revised August 31,2017 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 2. Contractor shall submit the proposed as-built and completed redline drawing 2 submittal 1 week prior to scheduling the project final for City review and comment. 3 Revisions,if necessary, shall be made to the as-built redline drawings and 4 resubmitted to the City prior to scheduling the construction final. 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Construction Staking 8 1. Construction staking will be performed by the Contractor. 9 2. Coordination 10 a. Contact City's Project Representative at least one week in advance notifying 11 the City of when Construction Staking is scheduled. 12 b. It is the Contractor's responsibility to coordinate staking such that ti 13 construction activities are not delayed or negatively impacted. 14 3. General 15 a. Contractor is responsible for preserving and maintaining stakes. If City 16 surveyors are required to re-stake for any reason,the Contractor will be 17 responsible for costs to perform staling. If in the opinion of the City, a 18 sufficient number of stakes or markings have been lost,destroyed disturbed or Y 19 omitted that the contracted Work cannot take place then the Contractor will be 20 required to stake or re-stake the deficient areas. 21 B. Construction Survey 22 1. Construction Survey will be performed by the Contractor. 23 2. Coordination 24 a. Contractor to verify that horizontal and vertical control data established in the 25 design survey and required for construction survey is available and in place. 26 3. General 27 a. Construction survey will be performed in order to construct the work shown 28 on the Construction Drawings and specified in the Contract Documents. 29 b. For construction methods other than open cut,the Contractor shall perform 30 construction survey and verify control data including,but not limited to,the 31 following: 32 1) Verification that established benchmarks and control are accurate. 33 2) Use of Benchmarks to furnish and maintain all reference lines and grades - 34 for tunneling. 35 3) Use of line and grades to establish the location of the pipe. 36 4) Submit to the City copies of field notesused to establish all lines and 37 grades, if requested,and allow the City to check guidance system setup prior 38 to beginning each tunneling drive. 39 5) Provide access for the City, if requested,to verify the guidance system and 40 the line and grade of the carrier pipe. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 correction of it,as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to the City. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 31,2017 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 v 1 9) If the installation does not meet the specified tolerances(as outlined in 2 Sections 33 05 23 and/or 33 05 24),immediately notify the City and correct 3 the installation in accordance with the Contract Documents. 4 C. 5 C. As-Built Survey 6 1. Required As-Built Survey will be performed by the Contractor. 7 2. Coordination 8 a. Contractor is to coordinate with City to confirm which features require as- 9 built surveying. 10 b. It is the Contractor's responsibility to coordinate the as-built survey and 11 required measurements for items that are to be buried such that construction 12 activities are not delayed or negatively impacted. 13 3. General 14 a. The Contractor shall provide as-built survey including the elevation and 15 location(and provide written documentation to the City)of construction 16 features during the progress of the construction including the following: 17 1) Manholes _ 18 a) Rim and flowline elevations and coordinates for each manhole 19 2) Water Lines 20 a) Top of pipe elevations and coordinates for waterlines at the following 21 locations: 22 (1) Minimum every 250 linear feet,including 23 (2) Horizontal and vertical points of inflection, curvature, 24 etc. (All Fittings) 25 (3) Cathodic protection test stations 26 (4) Sampling stations 27 (5) Meter boxes/vaults(All sizes) 28 (6) Fire lines 29 (7) Fire hydrants 30 (8) Gate valves _ 31 (9) Plugs, stub-outs,dead-end lines 32 (10) Air Release valves(Manhole rim and vent pipe) 33 (11) BIow off valves(Manhole rim and valve lid) 34 (12) Pressure plane valves 35 (13) Cleaning wyes 36 (14) Casing pipe(each end) 37 (15) Cathodic test stations 38 b) Underground Vaults 39 (1) Rim and flowline elevations and coordinates for each 40 Underground Vault. 41 3) Sanitary Sewer 42 a) Top of pipe elevations and coordinates for sanitary sewer lines at the 43 following locations: - 44 (1) Minimum every 250 linear feet, including 45 (2) Horizontal and vertical points of inflection,curvature, 46 etc. _ 47 (3) Cleanouts 48 b) Manholes and Junction Structures CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 31,2017 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 (1) Rim and flowline elevations and coordinates for each 2 manhole and junction structure. 3 4) Stormwater—Not Applicable 14 5 b. -The Contractor shall provide asbuilt survey including the elevation and 6 location(and provide written documentation to the City) of construction 7 features after the construction is completed including the following: 8 1) Manholes 9 a) Rim and flowline elevations and coordinates for each manhole 10 2) Water Lines 11 a) Top of pipe elevations and coordinates for waterlines at the following 12 locations: 13 (1) Minimum every 250 linear feet, including 14 (2) Horizontal and vertical points of inflection,curvature, 15 etc.(All Fittings) 16 (3) Cathodic protection test stations 17 (4) Sampling stations 18 (5) Meter boxes/vaults(All sizes) 19 (6) Fire lines 20 (7) Fire hydrants 21 (8) Gate valves 22 (9) Plugs,stub-outs,dead-end lines 23 (10) Air Release valves(Manhole rim and vent pipe) 24 (11) Blow off valves(Manhole rim and valve lid) 25 (12) Pressure plane valves 26 (13) Cleaning wyes 27 (14) Casing pipe(each end) 28 (15) Cathodic test stations 29 b) Underground Vaults 30 (1) Rim and flowline elevations and coordinates for each 31 Underground Vault. 32 3) Sanitary Sewer 33 a) Top of pipe elevations and coordinates for sanitary sewer lines at the 34 following locations: 35 (1) Minimum every 250 linear feet,including 36 (2) Horizontal and vertical points of inflection,curvature, 37 etc. - 38 (3) Cleanouts 39 b) Manholes and Junction Structures 40 (1) Rim and flowline elevations and coordinates for each 41 manhole and junction structure. 42 4) Stormwater—Not Applicable 43 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 44 1.11 FIELD [SITE] CONDITIONS [NOT USED] 45 1.12 WARRANTY 46 PART 2- PRODUCTS CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 31,2017 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 T 1 A. A construction survey will produce,but will not be limited to: 2 1. Recovery of relevant control points,points of curvature and points of intersection. 3 2. Establish temporary horizontal and vertical control elevations(benchmarks) 4 sufficiently permanent and located in a manner to be used throughout construction. 5 3. The location of planned facilities,easements and improvements. 6 a. Establishing final line and grade stakes for piers,floors,grade beams,parking 7 areas,utilities,streets,highways,tunnels,and other construction. 8 b. A record of revisions or corrections noted in an orderly manner for reference. 9 c. A drawing,when required by the client,indicating the horizontal and vertical 10 location of facilities,easements and improvements,as built. 11 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 12 construction staking projects. These cut sheets shall be on the standard city template 13 which can be obtained from the Survey Superintendent(817-392-7925). 14 5. Digital survey files in the following formats shall be acceptable: -- 15 a. AutoCAD(.dwg) 16 b. Text File(.txt) 17 c. ESRI Shapefile(shp) _ 18 d. CSV file(.csv) 19 6. Survey files shall include vertical and horizontal data tied to original project control 20 and benchmarks,and shall include feature descriptions 21 PART 3- EXECUTION 22 3.1 INSTALLERS 23 A. Tolerances: 24 1. The staked location of any improvement or facility should be as accurate as practical 25 and necessary. The degree of precision required is dependent on many factors all of 26 which must remain judgmental. The tolerances listed hereafter are based on 27 generalities and,under certain circumstances, shall yield to specific requirements. - 28 The surveyor shall assess any situation by review of the overall plans and through 29 consultation with responsible parties as to the need for specific tolerances. 30 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 31 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 32 1.0 ft.tolerance. 33 b. Horizontal alignment on a structure shall be within.0.1 ft tolerance. - 34 c. Paving or concrete for streets,curbs,gutters,parking areas,drives,alleys and 35 walkways shall be located within the confines of the site boundaries and, 36 occasionally,along a boundary or any other restrictive line.Away from any _. 37 restrictive line,these facilities should be staked with an accuracy producing no 38 more than 0.05ft. tolerance from their specified locations. 39 d. Underground and overhead utilities, such as sewers,gas,water,telephone and 40 electric lines,shall be located horizontally within their prescribed areas or 41 easements. Within assigned areas,these utilities should be staked with an 42 accuracy producing no more than 0.1 ft tolerance from a specified location. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 31,2017 017123-7 CONSTRUCTION STAKING AND SURVEY - Page 7 of 8 1 e. The accuracy required for the vertical location of utilities varies widely. Many 2 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 3 should be maintained.Underground and overhead utilities on planned profile, 4 but not depending on gravity flow for performance, should not exceed 0.1 ft. 5 tolerance. 6 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 7 specifications or in compliance to standards. The City reserves the right to request a 8 calibration report at any time and recommends regular maintenance schedule be 9 performed by a certified technician every 6 months. 10 1. Field measurements of angles and distances shall be done in such fashion as to 11 satisfy the closures and tolerances expressed in Part 3.1.A. 12 2. Vertical locations shall be established from a pre-established benchmark and 13 checked by closing to a different bench mark on the same datum. 14 3. Construction survey field work shall correspond to the client's plans. Irregularities 15 or conflicts found shall be reported promptly to the City. 16 4. Revisions,corrections and other pertinent data shall be logged for future reference. ' 17 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 APPLICATION 21 3.5 REPAIR/RESTORATION 22 A. If the Contractor's work damages or destroys one or more of the control 23 monuments/points set by the City,the monuments shall be adequately referenced for 24 expedient restoration. 25 1. Notify City if any control data needs to be restored or replaced due to damage ■ 26 caused during construction operations. 27 a. Contractor shall perform replacements and/or restorations. 28 b. The City may require at any time a survey"Field Check"of any monument 29 or benchmarks that are set be verified by the City surveyors before further 30 associated work can move forward. 31 3.6 RE-INSTALLATION [NOT USED] 32 3.7 FIELD [OR] SITE QUALITY CONTROL 33 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 34 City in accordance with this Specification. This includes easements and right of way,if 35 noted on the plans. 36 B. Do not change or relocate stakes or control data without approval from the City. 37 3.8 SYSTEM STARTUP 38 A. Survey Checks 39 1. The City reserves the right to perform a Survey Check at any time deemed 40 necessary. 1 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 31,2017 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 1 2. Checks by City personnel or 3"d party contracted surveyor are not intended to relieve 2 the contractor of his/her responsibility for accuracy. 3 4 3.9 ADJUSTING [NOT USED] 5 3.10 CLEANING [NOT USED] 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] 10 END OF SECTION 11 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement&payment under 1.2;added 8/31/2017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal requirements;modified 1.9 Quality Assurance;added PART 2—PRODUCTS; [Added 3.1 Installers;added 3.5 Repair/Restoration;and added 3.8 System Startup. 12 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised August 31,2017 rt FORTWORTH1:/ - •w i Section 017123.01 - Attachment A Survey Staking Standards i February 2017 E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 1 of 26 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects.These are not to be considered all inclusive, but only as a general guideline.For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises,the TXDOT manual shall prevail. (ht.tp://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector,or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment,Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking Vlll. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 2 of 26 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth,Texas 76116 Office: (817)392-7925 Survey Superintendent,direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field.This includes flagging, paint of laths/stakes, paint of hubs,and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS RED POTABLE WATER • GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE r SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS,AND PINK ALL PAVING INCLUDING CURB,SIDEWALK, BUILDING CORNERS - SANITARY SEWER IRRIGATION AND RECLAIMED WATER ' III. Standard Stakine Supplies Item Minimum size Lath/Stake 36"tall Wooden Hub(2"x2" min.square referred) 6"tall Pin Flags (2.5"x 3.5"preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2"or greater diameter) 18" long Survey Marking Paint Water-based Flagging 1"wide Marking Whiskers(feathers) 6" Ion - Tacks(for marking hubs) 3/4" long E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01 Attachment A_Survey Staking Standards-ADDED.docx Page 3 of 26 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http:Hfortworthtexas.gov/itsolutions/GIS/ Look for'Zoning Maps'. Under'Layers', expand 'Basemap Layers',and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S.and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work.A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W,forced-main water lines,and rough-grade only. No GPS staking for concrete,sanitary sewer,storm drain,final grade,or anything that needs vertical grading with a tolerance of 0.25'or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting,and Elevation (if applicable)of the point set.Control points can be set rebar, 'X' in concrete,or any other appropriate item with a stable base and of a semi-permanent nature.A rebar cap is optional, but preferred if r the cap is marked 'control point'or similar wording. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance.—If ground, provide scale factor used and base point coordinate, Example:C.S.F.=0.999125, Base point=North:0, East=O C. Geoid model used, Example:GEOID12A E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\01 71 23b.16.01—Attachment A_Survey Staking Standards-ADDED.docx Page 4 of 26 E. Preferred Grid Datum Although many plan sets can be in surface coordinates,the City's preferred grid datum is listed below.Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983_StatePlane Texas_North_Central_FIPS_4202_Feet Projection: Lambert—Conformal—Conic False_Easting: 1968500.00000000 False—Northing:6561666.66666667 Central Meridian: -98.50000000 Standard Parallel 1: 32.13333333 Standard—Parallel-2: 33.96666667 Latitude—of—origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS—North—American-1983 Datum: D North American 1983 Prime Meridian:Greenwich Angular Unit: Degree i Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format Axt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes(if applicable) H. Preferred File Naming Convention This is the preferred format:City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1:C1234—As-built of Water on Main Street Grid NAD83 TXSP 4202.csv E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01 Attachment A_Survey Staking Standards-ADDED.docx Page 5 of 26 File 2:C1234—As-built of Water on Main Street—Project Specific Datum.csv Example Control Stakes E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 6 of 26 i Y Q W M V) Q z W QJ z m > i5 W 1 d. o W V Q 1016 EL.= 100.00' M o � z W w 00 0O Q = U z H z z a a J W NLLJ � Q J � W z LL- W z m 0 Q X Q0 0 M , 0 U.J Q CP #1 N=5000.00 E=5000.00 =_=^ V. Water Staking Standards E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 7 of 26 A. Centerline Staking—Straight Line Tangents I. Offset lath/stakes every 200'on even stations - II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe(T/P)for 12"diameter pipes or smaller r IV. Grade to flow line(F/L)for 16"and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10"and smaller diameter pipes - VI. Grade should be 4.00' below the proposed top of curb line for 12"and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional.Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking-Curves I. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5'away from the edge of a driveway IV. Grade is to top of box and should be+0.06' higher than the proposed top of - curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0'from the center and perpendicular to the curb line or water main - III. Grade of hydrants should be+0.30 higher than the adjacent top of curb E. Water Valves&Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes n E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\01 7123b.16.01—Attachment A_Survey Staking Standards-ADDED.docx Page 8 of 26 i - y`Z ro ppYI I- z z z Q LL. 7' 0/S C WA. C-3.62 - (Y a t do F z Z Q U - � 7' 0A IL W�L = ST11-1+72.41 C-3 81 LLJ C] tw U) Y �.. i < on FL-,tn.te' \l m r 5z 13+ IL z O Q 0 w STM0+00 C-3 78 ry mU � i� - -t VI. Sanitary Staking E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- - FOR BOOK-Div 01-General Requirements\01 71 23b.16.01 Attachment A Survey Staking Standards-ADDED.docx Page 9 of 26 A. Centerline Staking—Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400'or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole,each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100'may be omitted - C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans l E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 10 of 26 Example Sanitary Sewer Stakes w I— d v�lty 1 2 -4 SS W � lTAs3+71a �N C-OL C-�� 0-0W W �ri l� f 1 Z LL 12' O�S SS 6TA-3+71K `rn C-3R 1-110C-3Z a 0--Oak Pit In W _ - — P i Z a T 0/9 SS Ott 6 4� ' r' bi C4 "+ ell lr+s Z Z- 9 o 7' sTA. � c- C_ r.o LLLU Z Z as - o Q 12 0/S SS fA-0+ '��.x C-0u 0-Os C-0a of LL. Ll E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- r FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 11 of 26 VII. Storm Sewer & Inlet Staking; A. Centerline Staking—Straight Line Tangents I. 1 offset stake every 200'on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet= 16.00'total length III. Recessed 10' Inlet=20.00'total length IV. Standard double 10' inlet= 26.67'total length V. Recessed double 10' inlet=30.67'total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 12 of 26 Example Storm Inlet Stakes FRONT FRONT (SIDE FACING (L-) (SIDE FACING ) NO FLAGGING REQUIRED a IN LIEU OF PINK: PAINTED LA-RA N A i BACK BACK (90E FACING R.O.W.) ¢Q FbIIIII RAW) � IDENTIFIES WHICH IDENTIFIES Y-HICH END OF THE WING POINT 0 END OF THE YANG BEING STAKED BONG STAKED ' rr N ., HUB ELEVAnoN INLET STATION HVB ELEVATON } (IF NOTED ON PLANS) n IDE34TIFlES GRADE T}}� 76 TOP OF CURET T}� i O O Io IDENTIFIES GRADE i TO FLDI4UNE DISTANCES FOR INLETS STANDARD 10' - 16' RECESSED 17 - W STANDAM DOUIIE 10' — 26.67 HUB VATH TACK ————— RECE55ED DOUBLE 10' 3Q.67 T■I I BACK OF INLET 0I �I - MANHOLE '.j ct bl RIM ^ BACK OF CURB ;.' BACK OF CURB :YANG" .'t '•4..��. .e.:. ^':• .�.;';• ��� 1 '•''''•PIING.:'�.,_. FLONLINE FACE OF INLET FACE OF INLET FL09NNE EDGE GF PAVEWIENT EDGE OF PAVEAAENT EDGE OF PAVEMENT EDGE OF PAVEMENT E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 13 of 26 VIII. Curb and Gutter Staking A. Centerline Staking—Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves III. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\01 7123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 14 of 26 Example Curb & Gutter Stakes FRONT (SIM FACING <E) oFRONT IDENT ,Es c„c, FRONT {�FA♦�O PTWNT OF FRONT (SIDE FACING �) HXNTCC&START FC (SIDE FACING PONT OF OURYATURE ( } i O O o� CK (SIDE BFACICI G R.O.W.) I�CF=ES 1 OR BET F� FOR FACE OF CURB + a PAIN( # � IIIGGG"` III I III I IOExnriEs cRtioE 13 b 111 I 7D TOP OF CURB NO GRXE ON II HUB ELEVATION 4 RAMS PON75 NO F A, GINQ REQUIRED IN LIEU OF PINI( PAINTED LATH r �_._1q5- TOP OF CURB _�` —' ♦Jrr ♦� �r I X y�r BACK OF CURB _ r /— � rte— — FACE OF CURB L ---Jr FLO YLI NE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection i I E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\01 7123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 15 of 26 Q Z is U 0 � 1W O/d $V01+ j X, F+OU v s o � w of 30wise I" jx ib wrioJDmm GOD!0 WM � � o i �riao 71YA.a f o b39 2 2< r AL �tC a R y ygF • IA E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 16 of 26 IX. Cut Sheets A. Date of field work B. Staking Method (GPS,total station) C. Project Name D. City Project Number(Example: C01234) E. Location (Address,cross streets,GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent(see item I above) Standard City Cut Sheet City Project Date: Number: Project Name: TOTAL Staking Method: [3 GPS STATION [3 OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT# STATION OFFSET DESCRIPTION PROP. STAKED -CUT + FILL -LT/+RT GRADE ELEV. E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\01 7123b.16.01 Attachment A_Survey Staking Standards-ADDED.docx Page 17 of 26 X. As-built Survey A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade. Furthermore,the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted.See section IV. As-built survey should include the following(additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults(All sizes) - Fire lines Fire hydrants Gate valves(rim and top of nut) Plugs,stub-outs, dead-end lines Air Release valves(Manhole rim and vent pipe) Blow off valves(Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe(each end) Inverts of pipes Turbo Meters E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 18 of 26 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases.This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write"NOT FOUND"to notify the City. 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SEE SHE SrA 0%1=-fe A b, M090WAM AW A i r E .�orE STA OMM-Qty.07M Cm SrAOSr9!-/Y STA 040W-@ #MAU, MSTAfla RWAU& P.W&LS=$Uzi hf! ilelrYkw.8w ST LF OT ferArER APE #499055-w #100052AW 0o1w= MEMT.ArKgzN E 6>OtX8M3 E�K3GIt770 Ndoffms m E�P9S�09�J6 P -- E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 21 of 26 i 9Z61Z-X 'xi'sv��aasv q Mdv 0EW bN 103(Vdd/UO'110SM 10Z l7YYINO IGM3.7VWU 63M3S),6VjJ YS 0 V31YM oli`h hpi it 211 ° i t t ppt yyl i �a 1` V 3N.n SS'd0Y-d 09-0VIS,.3Mn WON � ° s3 ,ti i a to tj to of Yri J Ph 31 f t c � °iii E:\20 ed\B- FOR BOOK-Div 01-General Requirements\01 7123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 22 of 26 � � ~ - - _ - - ~ � � - - Ln 2AYTON[ROL11"' 75 k m -916 CL ---------------- 1Z WATER kn W1 COMMSM PAWECrM C/O) TO PROP.SSW MY MAP NO.2M8-380,2018-3' 71 ~ 61 E:\201E -revised\B' ` FOR BOOK'Div U1-Genera| Requirements\U17133b A_Suney StaNnQStandards-A0DED.docx Page 23of26 Obviously the .csv or.txt file cannot be signed/sealed by a surveyor in the format requested.This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING FASTING ELEV. DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM hf Ict t-r,*L 2 6946260.893 2296062.141 725.666 GV RIM 3 6946307.399 2296038.306 726.85 GV RIM 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722.123 GV RIM / 6 6946190.S28 2296022.721 722.325 FH A'D I 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM 9 6946003.056 2295933.418 713.652 CO RIM XL*jE 4 2-oZ 30 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM RIM `pp 13 6945896.591 2295862-188 700.205 WM RIM �- 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM tU N--b) 16 6945835.678 2295799.707 707.774 SSMH RIM r 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM 19 6945768.563 2295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643.407 2295736 A3 719.737 CO RIM A 1�n`�MST T_� 25 6945571.059 2295655.195 727.514 SSMH RIM C A 1) 26 6945539.498 2295667.803 729.123 WM RIM TV 27 6945519.834 2295619.49 732.689 WM RIM 28 6945417.879 2295580.27 740.521 WM RIM 1` CPd L_ �O 29 6945456.557 2295643.145 736.451 CO RIM 30 694S387.356 2295597.101 740.756 GV RIM -rk-w }7( Al)5 31 6945370.688 2295606.793 740.976 GV RIM Fee- 5 Lqt r*t C- 32 6945383.53 2295610.559 740.408 FH 33 6945321.228 22955S1.10S 746.34 WM RIM 34 6945319.365 2295S39.728 746.777 CO RIM 35 6945242.289 22955/0.715 748.454 WM RIM 36 6945233.624 2295544.626 749.59 SSMH RIM 37 6945206.483 2295529.305 751.058 WM RIMQ. j 38 6945142.015 229SS57.666 750.853 WM RIM STAMP � 39 6945113.445 2295520.335 751.871 WM RIM 40 6945n4Q.02 229SS27.345 7S22S7 SSMH RIM .,FTE 41 69450,11 024 229S552.675 751.79 WM RIM (4�4 42 6945038.878 229SSS2.147 751.88 WM RIM43 6945006.397 2295518.135 752.615 WM RIM 00 44 6944944.782 2295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986 SSMH RIM 4v E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Survey Staking Standards-ADDED.docx Page 24 of 26 C. Other preferred as-built deliverable _ Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- - FOR BOOK-Div 01-General Requirements\017123b.16.01 Attachment A_Survey Staking Standards-ADDED.docx Page 25 of 26 . . _. _... ...... .._. ...... ...... ...... .._........ ...... ...... ...... _... __. _.._ ... HHH , ■ W log % A A p ` E:\2015.000.000\2015.710.000\Docs\12-100 Percent Final Design-Revised\100%PROJECT MANUAL-revised\B- FOR BOOK-Div 01-General Requirements\017123b.16.01_Attachment A_Surviey Staking Standards-ADDED.docx Page 26 of 26 017423-1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1 - 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] 4 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 SUBMITTALSANFORMATIONAL 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2 - 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 017423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction _ 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction y 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. v 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 ` Revised July 1,2011 017423-4 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 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 017719-1 CLOSEOUT REQUIREMENTS Pagel of 3 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART1 - GENERAL 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 i 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 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 7423. 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 w 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 " 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 LL 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 y 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 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 017823-1 OPERATION AND MAINTENANCE DATA Page i of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished 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. All submittals shall be 28 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 '/2 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 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 r 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 _ Revised December 20,2012 017823-3 OPERATION AND MAINTENANCE DATA V 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices,and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system,as appropriate: 6 a. Description of system and component parts 7 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 r 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 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 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1—title of section removed 8 f CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS Y 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS - 24 A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE _ 30 A. Accuracy of Records 31 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 017839-2 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 w 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 - Revised July I,2011 017839-3 PROJECT RECORD DOCUMENTS R Page 3 of 4 1 2. Preservation r 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a"cloud" around the area or areas 2 affected. - 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents - 6 a. If the Documents,other than Drawings,have been kept clean during 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 - Revision Log DATE NAME SUMMARY OF CHANGE - 26 r CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised July 1,2011 3201 18-1 TEMPORARY ASPHALT PAVING REPAIR Page 1 of 3 1 SECTION 32 0118 2 TEMPORARY ASPHALT PAVING REPAIR 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Utility cuts(water, sanitary sewer,drainage,etc.)along streets programmed for 7 total reconstruction under a Capital Improvement Program or resurfacing under a 8 Street Maintenance Program. 9 2. Repairs of damage caused by Contractor 10 3. Any other temporary pavement repair needed during the course of construction. 11 B. Deviations from this City of Fort Worth Standard Specification 12 2.2 1'emporary Pavement Repair to include,2" HMAC"Type D and 6" 1 ype B Grade 2 13 flex base material compacted to 95% Standard Proctor Density. 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 3. Section 32 1123 -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. Measurement for this Item shall be by the linear foot of Temporary Asphalt 24 Paving Repair. 25 2. Payment 26 a. The work performed and materials furnished in accordance with this Item and 27 measured as provided under"Measurement"will be paid for at the unit price 28 bid per linear foot of Temporary Asphalt Paving Repair. No additional 29 payment will be provided for repairs of damage to adjacent pavement caused by 30 the Contractor. 31 3. The price bid shall include: 32 a. Preparing final surfaces 33 b. Furnishing,loading,unloading,storing,hauling and handling all materials a 34 including freight and royalty 35 c. Traffic control for all testing 36 d. Asphalt,aggregate,and additive 37 e. Materials and work needed for corrective action 38 f. Trial batches 39 g. Tack coat 40 h. Removal and/or sweeping excess material CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 3201 18-2 TEMPORARY ASPHALT PAVING REPAIR Page 2 of 3 1 2 1.3 REFERENCES 3 A. Definitions 4 1. H.M.A.C.—Hot Mix Asphalt Concrete .� 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Permitting - 7 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 8 and Public Works Department in conformance with current ordinances. 9 2. The Transportation and Public Works Department will inspect the paving repair ! 10 after construction. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 13 A. Asphalt Pavement Mix Design: submit for approval. Section 32 12 16. _ 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 CONDITIONS 19 A. Weather Conditions: Place mixture when the roadway surface temperature is 40 degrees 20 F or higher and rising unless otherwise approved. 21 1.12 WARRANTY [NOT USED] 22 PART 2- PRODUCTS 23 2.1 OWNER-FURNISHED [NOT USED] 24 2.2 MATERIALS 25 A. Backfill: see Section 33 05 10. 26 B. Base Material 27 1. Flexible Base: Use existing base and add new flexible base as required in 28 accordance with Section 32 1123. 29 C. Asphalt Concrete: See Section 32 12 16. 30 1. H.M.A.C.paving: Type D. 31 2.3 ACCESSORIES [NOT USED] 32 2.4 SOURCE QUALITY CONTROL [NOT USED] CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 320118-3 TEMPORARY ASPHALT PAVING REPAIR Page 3 of 3 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. Removal 7 1. Use an approved method that produces a neat edge. = 8 2. Use care to prevent fracturing existing pavement structure adjacent to the repair 9 area. 10 B. Base 11 1. Install flexible base material per detail. 12 2. See Section 32 1123. 13 C. Apshalt Paving 14 1. H.M.A.C.placement: in accordance with Section 32 12 16. 15 2. Type D surface mix. 16 3.5 REPAIR/RESTORATION [NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD QUALITY CONTROL [NOT USED] 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 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A—Modified Items to be included in price bid 28 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 330310-1 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Pagel of 5 1 SECTION 33 03 10 2 BYPASS PUMPING OF EXISTING SEWER SYSTEMS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Bypass pumping of the existing sewer system,required on 18-inch and larger sewer 7 lines unless otherwise specified in the Contract Documents 8 B. Deviations from this City of Fort Worth Standard Specification 9 1.2 Price and Payment Procedures 10 A. Measurement and Payment 11 1. Measurement& 2. Payment 12 a. REVISED PROVISIONS: All bypass pumping of existing sewer systems 13 shall be subsidiary to all other bid items. 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 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment + 20 1. Measurement 21 a. Measurement for this Item will be by lump sum. 22 2. Payment 23 a. The work performed and materials furnished in accordance with this Item will 24 be paid for at the lump sum price bid for`Bypass Pumping". 25 3. The price bid shall include: 26 a. Mobilization 27 b. Development of bypass plans 28 c. Transportation and storage 29 d. Setup 30 e. Confined space entry 31 f. Plugging 32 g. Pumping 33 h. Clean up 34 i. Manhole restoration y 35 j. Surface restoration 36 1.3 REFERENCES 37 A. Reference Standards CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 330310-2 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 2 of 5 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. Occupational Safety and Health Organization(OSHA). 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Coordination 7 1. Schedule meeting with City to review sewer shutdown prior to replacing or - 8 rehabilitating any facilities. 9 2. City reserves the right to delay schedule due to weather conditions,or other 10 unexpected emergency within the sewer system. w 11 3. Review bypass pumping arrangement or layout in the field with City prior to 12 beginning operations. Facilitate preliminary bypass pumping run with City staff 13 present to affirm the operation is satisfactory to the City. 14 4. After replacement or rehabilitation of facilities,coordinate the reestablishment of 15 sewer flow with City staff. 16 5. Provide onsite continuous monitoring during all bypass pumping operations using 17 one of the following methods: 18 a. Personnel on site 19 b. Portable SCADA equipment 20 1.5 SUBMITTALS 21 A. Submittals shall be in accordance with Section 0133 00. - 22 B. All submittals shall be approved by the City prior to delivery. 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 24 A. For 18-inch and larger sewer lines, submit a detailed plan and description outlining all 25 provisions and precautions that will be taken with regard to the handling of sewer 26 flows. Submit the plan to the City for approval a minimum of 7 days prior to - 27 commencing work. Include the following details: 28 1. Schedule for installation and maintenance of the bypass pumping system 29 2. Staging areas for pumps R 30 3. Pump sizes,capacity,number of each size,and power requirements 31 4. Calculations for static lift,friction losses,and velocity 32 5. Pump curves showing operating range and system head curves 33 6. Sewer plugging methods 34 7. Size, length,material,joint type,and method for installation of suction and 35 discharge piping 36 8. Method of noise control for each pump and/or generator, if required 37 9. Standby power generator size and location 38 10. Suction and discharge piping plan 39 11. Emergency action plan identifying the measures taken in the event of a pump 40 failure or sewer spill 41 12. Staffing plan for responding to alarm conditions identifying multiple contacts by 42 name and phone numbers(office,mobile) CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 330310-3 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 3 of 5 1 13. A contingency plan to implement in the event the replacement or rehabilitation has 2 unexpected delays or problems 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 10 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 11 2.2 EQUIPMENT 12 A. Pumping 13 1. Provide equipment that will convey 100 percent of wet weather peak flow 14 conditions. 15 2. Provide fully automatic self-priming pumps. Foot-valves or vacuum pumps are not 16 permitted for priming the system. 17 3. Pumps must be constructed to allow dry running for periods of time to account for 18 the cyclical nature of sewer flow. • 19 4. Provide 1 stand-by pump for each size to be maintained on site. Place backup 20 pumps on line,isolated from the primary system by valve. 21 5. If multiple pumps are required to meet the flow requirements,provide the necessary 22 fittings and connections to incorporate multiple discharges. 23 6. Noise levels of the pumping system must follow the requirements of the City noise 24 ordinance for gas wells. 25 B. Piping 26 1. Install pipes with joints which prevent the incident of flow spillage. - 27 C. Plugs or Stop Logs 28 1. Plugs 29 a. Select a plug that is made for the size and potential pressure head that will be 30 experienced. 31 b. Provide an additional anchor,support or bracing to secure plug when back 32 pressure is present. 33 c. Use accurately calibrated air pressure gauges for monitoring the inflation 34 pressure. 35 d. Place inflation gauge at location outside of confined space area. Keep the 36 inflation gauge and valve a safe distance from the plugs. 37 e. Never over inflate the plug beyond its pressure rating. 38 2. Stop Logs 39 a. Use stop log devices designed for the manhole or sewer vault structure in use. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 R Revised December 20,2012 330310-4 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 4 of 5 1 b. If applicable,obtain stop logs from City that may be used on specific structures. 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 [NOT USED] 7 3.3 PREPARATION 8 A. Locate the bypass pipelines in area to minimize disturbance to existing utilities and 9 obtain approval of those locations from the City. 10 B. Make preparations to comply with OSHA requirements when working in the presence 11 of sewer gases,oxygen-deficient atmospheres and confined spaces. 12 C. Do not begin bypass preparation and operation until City approval of the submittals T 13 requested per this Specification. 14 3.4 INSTALLATION - 15 A. Install and operate pumping and piping equipment in accordance to the submittals 16 provided per this Specification. 17 B. Sewer flow stoppage 18 1. Plugging 19 a. Use confined space procedures and equipment during installation when 20 necessary. 21 b. Thoroughly clean the pipe before insertion of the plug. 22 c. Insert the plug seal surface completely so it is fully supported by the pipe. 23 d. Position the plug where there are not sharp edges or protrusions that may 24 damage the plug. 25 e. Use pressure gauges for measuring inflation pressures. 26 f. Minimize upstream pressure head before deflating and removing. T 27 C. Sewer flow control and monitoring 28 1. Take sufficient precautions to ensure sewer flow operations do not cause flooding 29 or damage to public or private property. The Contractor is responsible for any 30 damage resulting from bypass pumping operations. 31 2. Begin continual monitoring of the sewer system as soon as the sewer is plugged or 32 blocked. Be prepared to immediately start bypass pumping if needed due to 33 surcharge conditions. 34 3. Sewer discharge may be into another sewer manhole or appropriate vehicle or 35 container only. Do not discharge sewer into an open environment such as an open 36 channel or earthen holding facility. 37 4. Do not construct bypass facilities where vehicular traffic may travel over the v 38 piping. 39 a. Provide details in the suction and discharge piping plan that accommodate both 40 the bypass facilities and traffic without disrupting either service. t CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 330310-5 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 5 of 5 1 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD [OR] SITE QUALITY CONTROL 4 A. Field[OR] Site Tests and Inspections 5 1. Perform leakage and pressure tests of the bypass pumping pipe and equipment 6 before actual operation begins. Have City staff on site during tests. 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] r 10 3.11 CLOSEOUT ACTIVITIES 11 A. Once plugging or blocking is no longer necessary,remove in such a way that permits 12 the sewer flow to slowly return to normal-preventing surge, surcharging and major 13 downstream disturbance. 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 Revision Log _ DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.6-Clarified submittals required for 18"and larger lines 19 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 330520-1 AUGER BORING Page 1 of 8 1 SECTION 33 05 20 2 AUGER BORING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Minimum requirements for auger boring using 48-inch and smaller casing pipe with 7 lengths less than 350 feet at the locations shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 (ADDITIONAL PROVISIONS) 10 A. Section Includes: 11 2. All provisions of this Section 33 05 20 shall be applicable to installation of 12 ductile iron pipe by other-than-open-cut. 13 C. Related Specification Sections 14 5. 33 11 10—Ductile Iron Pipe 15 1.2 Price and Payment Procedures 16 B. Measurement and Payment for auger boring ductile iron pipe 17 1. Measurement ~ 18 a. Measurement for non-standard(9999.Oxxx)pipe items shall be per linear 19 foot of pipe installed,measured according to the specification governing 20 Ductile Iron Pipe. + 21 2.Payment 22 a. The work performed and materials furnished in accordance with this Item 23 and conforming to all governing specifications for Ductile Iron Pipe, 24 measured as provided under"Measurement"will be paid at the unit price 25 bid for the respective bid item covering ductile iron pipe by other-than- 26 open-cut,to be complete in place with or without protective lining as 27 specified on the plans. 28 C. Related Specification Sections include,but are not necessarily limited to: - 29 1. Division 0—Bidding Requirements,Contract Forms, and Conditions of the 30 Contract 31 2. Division 1 —General Requirements " 32 3. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 33 4. Section 33 05 22—Steel Casing Pipe 34 1.2 PRICE AND PAYMENT PROCEDURES 35 A. Measurement and Payment 36 1. Measurement 37 a. This Item is considered subsidiary to steel casing pipe construction. 38 2. Payment CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 330520-2 AUGER BORING Page 2 of 8 1 a. The work performed and materials furnished in accordance with this Item are 2 subsidiary to the unit price bid per linear foot of By Other Than Open Cut to be 3 complete in place, and no other compensation will be allowed. 4 1.3 REFERENCES 5 A. Reference Standards 6 1. Reference standards cited in this Specification refer to the current reference 7 standard published at the time of the latest revision date logged at the end of this 8 Specification,unless a date is specifically cited. 9 2. Occupational Safety and Health Administration(OSHA) 10 a. OSHA Regulations and Standards for Underground Construction,29 CFR Part 11 1926, Subpart S,Underground Construction and Subpart P,Excavation. 12 1.4 ADMINISTRATIVE REQUIREMENTS 13 A. Pre-installation 14 1. Provide written notice to the City at least 3 workings days in advance of the 15 planned launch of auger boring operations. 16 1.5 SUBMITTALS 17 A. Submittals shall be in accordance with Section 0133 00. 18 B. All submittals shall be approved by the City prior to delivery. 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 23 A. Qualifications 24 1. Contractor 25 a. All boring work shall be performed by an experienced subcontractor or 26 Contractor who has at least 5 years of experience in performing tunneling work - 27 and has completed at least 5 boring projects of similar diameter and ground 28 conditions. 29 1) At least 1 of the projects shall have an individual boring length equal to or 30 greater in length than the longest tunnel on this project. 31 2) Submit details of referenced projects including owner's name and contact 32 information,project superintendent and machine operators. 33 b. The project superintendent shall have at least 5 years of experience supervising 34 boring construction. 35 1) The Contractor may be required to submit details of referenced project 36 including owner's name,contact information and project superintendent. 37 c. The site safety representative and personnel responsible for air quality 38 monitoring shall be experienced in tunnel construction and shall have current 39 certification by OSHA. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 s Revised December 20,2012 330520-3 AUGER BORING Page 3 of 8 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART2- PRODUCTS 5 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 6 2.2 MATERIALS 7 A. Description 8 1. Steel Casing Pipe shall be in accordance with Section 33 05 22. 9 2. Tunnel Liner Plate is not permitted for use with Auger Boring. 10 B. Design Criteria 11 1. Design excavation methods and spoil conveyance system for the full range of 12 ground conditions described in the Geotechnical Reports anticipated 13 2. Tolerance 14 a. Pressurized Carrier pipe v 15 1) Lateral or vertical variation in the final position of the pipe casing from the 16 line and grade established by the Drawings shall be permitted only to the 17 extent of 1 inch in 10 feet provided that such variation shall be regular and 18 only in the direction that will not detrimentally affect the function of the 19 carrier pipe and clearances from other underground utilities or structures. 20 b. Gravity Carrier Pipe 21 1) Lateral variation in the final position of the pipe casing from the line and 22 grade established by the Drawings shall be permitted only to the extent of 23 1 inch in 10 feet provided that such variation shall be regular and only in the _ 24 direction that will not detrimentally affect the function of the carrier pipe 25 and clearances from other underground utilities or structures. 26 2) Grades shown on Drawings must be maintained vertically. 27 3. Use methods and equipment that control surface settlement and heave above the 28 pipeline to prevent damage to existing utilities,facilities and improvements. 29 a. Limit any ground movements(settlement/heave)to values that shall not cause 30 damage to adjacent utilities or surface features(i.e.pavement,structures, 31 railroad tracks,etc.) 32 b. Repair any damage caused by ground movements at no cost to the City. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 330520-4 AUGER BORING Page 4 of 8 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. Boring shall not begin until the following have been completed: 8 1. Review of available utility drawings and location of conduits and underground 9 utilities in all areas where excavation is to be performed. 10 a. Notify the applicable one-call system prior to any excavation to avoid 11 interference with the existing conduits and utilities in accordance with Division 12 1. 13 1) Repair damage to existing utilities resulting from excavation at no + 14 additional cost to the City. 15 b. Follow notification requirements of permit provider where applicable. 16 2. Complete pit excavations and support systems for each drive in accordance with the 17 requirements of the Specifications. 18 3.4 INSTALLATION 19 A. General 20 1. Immediately notify the City if any problems are encountered with equipment or 21 materials or if the Contractor believes the conditions encountered are materially and T 22 significantly different than those represented within the Contract Documents. 23 2. Where pipe is required to be installed under railroad embankments or under 24 highways, streets or other facilities,construction shall be performed in such a 25 manner so as to not interfere with the operation of the railroad,street,highway or 26 other facility,and so as not to weaken or damage any embankment or structure. 27 3. During construction operations, furnish and maintain barricades and lights to - 28 safeguard traffic and pedestrians until such time as the backfill has been completed 29 and then remove from the site. 30 4. Properly manage and dispose of groundwater inflows to the shafts in accordance 31 with requirements of specifications and all permit conditions. 32 a. Discharge of groundwater inflow into sanitary sewers is not allowed without 33 proper approval and permits. 34 5. Furnish all necessary equipment,power,water and utilities for tunneling, spoil 35 removal and disposal,grouting and other associated work required for the methods 36 of construction. 37 6. Promptly clean up, remove and dispose of any spoil or slurry spillage. 38 7. Do not disturb roadways,railroads,canal channels,adjacent structures, landscaped 39 areas or existing utilities. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 T 330520-5 AUGER BORING Page 5 of 8 1 a. Any damage shall be immediately repaired to original or better condition and to 2 the satisfaction of the Engineer or permit grantor at no additional cost to the 3 City. 4 8. Whenever there is a condition that is likely to endanger the stability of the 5 excavation or adjacent structures, operate with a full crew 24 hours a day, including 6 weekends and holidays,without interruption,until those conditions no longer 7 jeopardize the stability of the Work. 8 9. Notify the Texas One Call system(800-245-4545)to request marking of utilities by 9 utility owners/operators that subscribe to One Call,and shall individually notify 10 all other known or suspected utilities to request marking of these utilities. 11 a. Confirm that all requested locates are made prior to commencing boring 12 operations. 13 b. Visually confirm and stake necessary existing lines,cables,or other 14 underground facilities including exposing necessary crossing utilities and 15 utilities within 10 feet laterally of the designed tunnel. 16 c. Control drilling and grouting practices to prevent damage to existing utilities. 4 17 B. Boring Methods 18 1. Tunnel liner plate shall not be used for auger boring. 19 2. The Contractor shall be fully responsible for insuring the methods used are r 20 adequate for the protection of workers,pipe,property and the public and to provide 21 a finished product as required. 22 3. Blasting is not allowed. 23 C. Pits and Trenches 24 1. If the grade of the pipe at the end is below the ground surface,suitable pits or 25 trenches shall be excavated for the purpose of conducting the jacking operations 26 and for placing end joints of the pipe. 27 2. Wherever end trenches are cut in the sides of the embankment or beyond it, such 28 work shall be sheeted securely and braced in a manner to prevent earth from caving 29 in. 30 3. The location of the pit shall meet the approval of the City. .� 31 4. The pits of trenches excavated to facilitate these operations shall be backfilled in 32 accordance with Section 33 05 10 immediately after the casing and carrier pipe 33 installation has been completed. - 34 D. Boring 35 1. Install steel casing pipe by boring hole with the earth auger and simultaneously 36 jacking pipe into place. 37 2. The boring shall proceed from a pit provided for the boring equipment and 38 workmen. 39 3. Pilot Hole,required for 24-inch and larger casings 40 a. By this method an approximate 2-inch hole shall be bored the entire length of 41 the crossing and shall be checked for line and grade on the opposite end of the 42 bore from the work pit. 43 b. This pilot hole shall serve as the centerline of the larger diameter hole to be 44 bored. 45 c. Other methods of maintaining line and grade on the casing may be approved if 46 acceptable to the Engineer. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 330520-6 AUGER BORING Page 6 of 8 T 1 d. Placed excavated material near the top of the working pit and disposed of as 2 required. -. 3 1) If no room is available, immediate haul off is required. 4 4. The use of water or other fluids in connection with the boring operation will be 5 permitted only to the extent required to lubricate cuttings. -. 6 a. Jetting or sluicing will not be permitted. 7 5. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting 8 of at least 10 percent of high grade carefully processed bentonite may be used to: 9 a. Consolidate cuttings of the bit 10 b. Seal the walls of the hole 11 c. Furnish lubrication for subsequent removal of cuttings and installation of the 12 pipe immediately thereafter 13 6. Allowable variation from the line and grade shall be as specified in this 14 Specification. 15 7. All voids in excess of 2 inches between bore and outside of casing shall be pressure 16 grouted. 17 E. Contact Grouting - 18 1. Contact grout any voids caused by or encountered during the boring. 19 a. Modify equipment and procedures as required to avoid recurrence of excessive 20 settlements or damage. 21 F. Control of Line and Grade 22 1. Monitor line and grade continuously during boring operations. 23 a. Record deviation with respect to design line and grade once at each casing 24 joint. 25 2. If the pipe installation does not meet the specified tolerances,correct the 26 installation,including any necessary redesign of the pipeline or structures and 27 acquisition of necessary easements. 28 3.5 CLEANUP AND RESTORATION - 29 A. After completion of the boring,all construction debris,spoils,oil,grease and other 30 materials shall be removed from the pipe,pits and all work areas. 31 B. Restoration shall follow construction as the Work progresses and shall be completed as 32 soon as reasonably possible. 33 1. Restore and repair any damage resulting from surface settlement caused by shaft - 34 excavation or boring. 35 2. Any property damaged or destroyed shall be restored to a condition equal to or 36 better than existing prior to construction. 37 3. Restoration shall be completed no later than 30 days after boring is complete, or 38 earlier if required as part of a permit or easement agreement. 39 4. This provision for restoration shall include all property affected by the construction 40 operations. 41 3.6 RE-INSTALLATION [NOT USED] _ 42 3.7 SITE QUALITY CONTROL 43 A. Field Tests and Inspections CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 _ Revised December 20,2012 330520-7 AUGER BORING Y Page 7 of 8 1 1. Allow access to the City and furnish necessary assistance and cooperation to aid in 2 the observations,measurements, data and sample collection, including,but not 3 limited to the following: 4 a. The City shall have access to the boring system prior to,during and following Y 5 all boring operations. 6 b. The City shall have access to the tunneling shafts prior to,during and following 7 all boring operations. 8 1) This shall include,but not be limited to, visual inspection of installed pipe 9 and verification of line and grade. 10 2) The Contractor shall provide safe access in accordance with all safety 11 regulations. w 12 c. The City shall have access to spoils removed from the boring excavation prior 13 to,during and following all boring operations. 14 1) The City shall be allowed to collect soil samples from the muck buckets or 15 spoil piles a minimum of once every 10 feet and at any time when changes 16 in soil conditions or obstructions are apparent or suspected. 17 B. Safety 18 1. The Contractor is responsible for safety on the job site. 19 a. Perform all Work in accordance with the current applicable regulations of the 20 Federal, State and local agencies. 21 b. In the event of conflict,comply with the more restrictive applicable 22 requirement. 23 2. No gasoline powered equipment shall be permitted in receiving shafts/pits. 24 a. Diesel,electrical,hydraulic, and air powered equipment are acceptable, subject 25 to applicable local, State and Federal regulations. 26 3. Furnish and operate a temporary ventilation system in accordance with applicable 27 safety requirements when personnel are underground. 28 a. Perform all required air and gas monitoring. 29 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 30 atmosphere free of toxic or flammable gasses in all underground work areas. 31 4. Perform all work in accordance with all current applicable regulations and safety 32 requirements of the Federal, State and Local agencies. 33 5. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, 34 Underground Construction and Subpart P, Excavations. 35 a. In the event of conflict, comply with the more stringent requirements. 36 6. If personnel will enter the pipe during construction,the Contractor shall develop an 37 emergency response plan for rescuing personnel trapped underground in a shaft 38 excavation or pipe. - 39 a. Keep on-site all equipment required for emergency response in accordance with 40 the agency having jurisdiction. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 330520-8 AUGER BORING Page 8 of 8 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 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 33 12 10-1 WATER SERVICES 1-INCH TO 2-INCH Page 1 of 17 SECTION 33 12 10 WATER SERVICES 1-INCH TO 2-INCH PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Lead-free 1-inch to 2-inch water service lines from the water main to the right-of- way, fittings and water meter boxes complete in place,as shown on the Drawings, directed by the Engineer,and specified herein for: a. New Water Service b. New Water Service(Bored) c. Water Meter Service Relocate d. Private Water Service B. Deviations from this City of Fort Worth Standard Specification 1.2 Price and Payment Procedures(MODIFIED PROVISION) A. Measurement and Payment 3. Water Meter Service Reconnect c. The price bid shall include: 7) Pavement removal and repair or replacement. 1.2 Price and Payment Procedures(MODIFIED PROVISION) A. Measurement and Payment 4. Private Water Service Relocation c. The price bid shall include: 8)Pavement removal and repair or replacement. 1.2 Price and Payment Procedures(ADDITIONAL PROVISIONS) A. Measurement and Payment 1.,2., 3.,and 4.(All water service types) c. The price bid shall include: 18)Adjustment of meter and meter box assembly to final grade,and all associated disinfection, testing,. and surface restoration. C. Products Installed but not Furnished Under this Section 1. Water meters for various sizes D. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains 4. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 5. Section 33 12 25—Connection to Existing Water Mains CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 331210-2 WATER SERVICES 1-INCH TO 2-INCH Page 2 of 17 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. New Water Service a. Measurement _ 1) Measurement for this Item shall be per each new"Water Service"complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by open cut construction. b. 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 each"Water Service"installed for: a) Various sizes c. The price bid shall include: - 1) Furnishing and installing New Service Line as specified by the Drawings 2) Submitting product data 3) Tapping saddle T 4) Corporation stop 5) Curb stop 6) Fittings _ 7) Service line installed by open cut 8) Connection to meter 9) Meter Box and Lid 10) Pavement removal 11) Excavation 12) Hauling 13)Disposal of excess material - 14) Surface Restoration associated with Meter Box installation and connection, excluding grass(seeding, sodding or hydro-mulch paid separately) 15) Clean-up 16) Disinfection 17) Testing 2. New Bored Water Service _ a. Measurement 1) Measurement for this Item shall be per each new Water Service complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by trenchless method. b. 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 each"Bored Water Service"installed for: a) Various sizes c. The price bid shall include: 1) Submitting product data 2) Tapping saddle 3) Corporation stop 4) Curb stop 5) Fittings CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 331210-3 WATER SERVICES 1-INCH TO 2-INCH R Page 3 of 17 6) Service line installed by trenchless method 7) Connection to meter 8) Meter Box and Lid 9) Pavement removal w 10) Excavation 11) Hauling 12) Disposal of excess material 13) Surface restoration associated with Meter Box installation and connection, excluding grass(seeding,sodding or hydro-mulch paid separately) 14) Clean-up 15) Disinfection 16) Testing 3. Water Meter Service Reconnect a. Measurement 1) Measurement for this Item shall be per each Water Meter Service Reconnect complete in place from public service line connection to private service line connection. b. Payment 1) The work performed in conjunction with relocation of the meter,associated private service line,fittings and meter box 5 feet or less in any direction from centerline of existing meter location and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Water Meter Service,Reconnection"installed for: a) Various size of services c. The price bid shall include: 1) Private service line 2) Fittings 3) Private connection to water meter 4) Connection to existing private service line 5) Cut and crimp of existing service 6) Removal and Disposal or Salvage of existing 2-inch or smaller water meter, as directed by City 7) Pavement removal 8) Excavation 9) Hauling 10) Disposal of excess material 11) Surface restoration for area disturbed for installation of meter box, excluding grass(seeding, sodding or hydro-mulch paid separately) 12) Clean-up 13) Cleaning '- 14) Disinfection 15) Testing 4. Private Water Service Relocation w a. Measurement 1) Measurement for this Item shall be per linear foot of Private Service relocation complete in place from the meter box to a connection to the existing service line on private property. b. Payment CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 33 12 10-4 WATER SERVICES 1-INCH TO 2-INCH Page 4 of 17 1) The work performed in conjunction with Private Service Line installation where the meter and meter boxes are moved more than 5 feet in any - direction from centerline of existing meter location and materials furnished in accordance with the Item and measured as provided under "Measurement"will be paid for at the unit price bid per linear foot of "Private Water Service"performed for: a) Various service sizes c. The price bid shall include: 1) Obtaining appropriate permit 2) Obtaining Right of Entry 3) Submitting product data 4) Private service line 5) Fittings 6) Backflow preventer, check valve, and isolation valve relocation,if applicable - 7) Connection to existing private service line 8) Pavement removal and replacement 9) Excavation 10) Hauling 11) Disposal of excess material 12) Surface restoration,excluding grass(seeding, sodding or hydro-mulch paid - separately) 13) Clean-up 14) Cleaning 15) Disinfection 16) Testing 1.3 REFERENCES A. Definitions 1. New Service a. Installation of new 1-inch to 2-inch Water Service Line by open cut construction from the water main to the right-of-way, including corporation stop,curb stop, fittings and water meter boxes complete in place, as shown on the Drawings. •� 2. New Service(Bored) a. Installation of new 1-inch to 2-inch Water Service Line by trenchless construction method from the water main to the right-of-way,including corporation stop, curb stop,fittings and water meter boxes complete in place, as shown on the Drawings. 3. Meter Service Reconnection a. Relocation and reconnection of the private service line from an existing meter to be abandoned and a new meter installed that lies within 5 feet of the existing meter. 4. Private Service Relocation a. Relocation and reconnection of private service line behind the water meter where the existing meter to be abandoned and the new meter installed is greater than 5 feet of the existing meter. A licensed plumber is required to relocate the private service. 5. Lead-free - CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 331210-5 WATER SERVICES 1-INCH TO 2-INCH Page 5 of 17 a. Lead-free pipes and plumbing fittings and fixtures shall contain less than 0.25 percent lead in accordance with the reduction of Lead in Drinking Water Act (P.L. 111-380). B. 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. - 2. ASTM International(ASTM): a. A48, Standard Specification for Gray Iron Castings. b. A536, Standard Specification for Ductile Iron Castings. c. B88, Standard Specification for Seamless Copper Water Tube. d. B98, Standard Specification for Copper-Silicon Alloy Rod,Bar and Shapes. e. C131, Standard Specification for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. f. C150, Standard Specification for Portland Cement. g. C330, Standard Specification for Lightweight Aggregates for Structural Concrete. h. C857(RL), Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures _ i. D883, Standard Terminology Relating to Plastics. j. D1693, Standard Test Method for Environmental Stress-Cracking of Ethylene Plastics _ 3. American Water Works Association(AWWA): a. C700,Cold-Water Meters-Displacement Type,Bronze Main Case. b. C800,Underground Service Line Valves and Fittings. 4. NSF International (NSF): a. 61,Drinking Water System Components-Health Effects. 5. Reduction of Lead in Drinking Water Act a. Public Law 111-380(P.L. 111-380) 6. General Services Administration(GSA): a. RR-F-621E,Frames,Covers,Gratings, Steps, Sump and Catch Basin,Manhole - 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Provide advance notice for service interruptions and meet requirements of Division 0 and Division 1. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data,if applicable: 1. Tapping Saddle 2. Corporation stop R 3. Curb Stop CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 33 12 10-6 WATER SERVICES 1-INCH TO 2-INCH Page 6 of 17 4. Service Line 5. Meter Box 6. Meter Box Lid B. Certificates and Test Reports 1. Prior to shipment of any Water Service components,the manufacturer shall submit the following: a. A Certificate of Adequacy of Design stating that the components to be furnished comply with all regulatory requirements identified in this Section including: 1) The Reduction of Lead in Drinking Water Act(P.L. 111-380) 2) AWWA C800 3) NSF 61 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers _ a. Water Services shall meet or exceed the latest revisions of AWWA C800,NSF 61,the Reduction of Lead in Drinking Water Act and shall meet or exceed the requirements of this Specification. 1.10 DELIVERY,STORAGE,AND HANDLING A. Storage and Handling Requirements 1. Protect all parts such that no damage or deterioration will occur during a prolonged Y delay from the time of shipment until installation is completed and the units and equipment are ready for operation. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Prevent plastic and similar brittle items from being directly exposed to sunlight or extremes in temperature. 4. Secure and maintain a location to store the material in accordance with Section 01 6600. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] _ PART 2- PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS A. Water meters for various sizes 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS A. Manufacturers CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 331210-7 WATER SERVICES 1-INCH TO 2-INCH Page 7 of 17 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. 3. The Water Services and appurtenances shall be new and the product of a manufacturer regularly engaged in the manufacturing of Water Services and - appurtenances having similar service and size. B. Description 1. Regulatory Requirements a. All materials shall conform to the Reduction of Lead in Drinking Water Act(P.L. 111-380). This Act defines"Lead-free"for pipes and other appurtenances to be less than 0.25 percent lead. b. Water Services shall meet or exceed the latest revisions of AWWA C800 and shall meet or exceed the requirements of this Specification. c. All Water Services components in contact with potable water shall conform to — the requirements of NSF 61. C. Materials/Design Criteria 1. Service Lines — a. Provide Type K Copper Tubing per ASTM B88. b. Furnish in the annealed conditions,unless otherwise specified in the Contract Documents. } 2. Service Couplings a. Fitting Ends 1) Flared Copper Tubing with thread dimensions per AWWA C800 2) Provide coupling nuts with a machined bearing skirt of a length equal to the tubing outer diameter(O.D.). b. Provide with hexagonal wrench grip compatible with the coupling size. c. Provide lead-free service couplings in accordance with the Reduction of Lead in Drinking Water Act. 3. Corporation stops a. Provide brass castings per AWWA C800 for: 1) Bodies 2) Plugs 4 3) D washers 4) Bottom nuts b. Machining and Finishing of Surfaces } 1) Provide 1 3/4 inch per foot or 0.1458 inch per inch f 0.007 inch per inch taper of the seating surfaces for the key and body. 2) Reduce large end of the tapered surface of the key in diameter by chamfer or turning for a distance that will bring the largest end of the seating surface } of the key into the largest diameter of the seating surface of the body. 3) Relieve taper seat in the body on the small end. 4) Extend small end of the key there-through to prevent the wearing of a shoulder and facilitate proper seating of key. 5) Design key, key nut and washer such that if the key nut is tightened to failure point,the stem end of the key shall not fracture. i CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 33 12 10-8 WATER SERVICES 1-INCH TO 2-INCH Page 8 of 17 6) Design nut and stem to withstand a turning force on the nut of at least 3 times the necessary effort to properly seat the key without failure in any manner. 7) Port through corporation stop shall be full size to eliminate turbulence in the flow way. 8) Design stop for rotation about the axis of the flow passageway inside the following minimum circles in order to properly clear the tapping machine: a) Two 7/8-inch for 1-inch corporation stops b) Four 15/16-inch for 1 Y2-inch and 2-inch corporation stops c. Provide lead-free corporation stops in accordance with the Reduction of Lead in Drinking Water Act. 4. Curb Stops a. Provide brass castings per AWWA C800. b. Valve plugs shall be: 1) Cylinder type - 2) Plug type, or 3) Ball type c. Incorporate full flow porting. d. Provide for full 360 degree plug rotation clockwise or counter-clockwise. e. Overall Length 1) 3-5/16 inch± 1/8 inch for 1-inch diameter 2) 4-1/32 inch+9.32 for 1-inch diameter f. Cylindrical Plug Type 1) Provide O-ring seal at top and bottom. _ a) O-ring at top only is acceptable if bottom of curb stop body is closed. 2) Seals shall be Buna N. 3) 1 O-ring seal shall surround the outlet port of the curb stop and act to effectively seal in the closed position. ` 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. g. Tapered Plug Type T 1) Provide O-ring seal at top and bottom. 2) The tapered plug and cylindrical recess in the valve body shall be machined to match within approved manufacturing tolerances. 3) Inlet and outlet ports shall be sealed by O-rings or combination Teflon U- shaped seal rings backed with O-rings. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. h. Ball Plug Type 1) Provide double O-ring seals on the stem. 2) The ball shall seal against rubber rings mounted in the valve body at the inlet and outlet ports. 3) The ball shall be bronze with a smooth Teflon coating. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 331210-9 WATER SERVICES 1-INCH TO 2-INCH Page 9 of 17 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. i. Provide lead-free curb stops in accordance with the Reduction of Lead in Drinking Water Act. 5. Straight Adapters a. Brass castings and threads per AWWA C800 b. Provide lead-free straight adapters in accordance with the Reduction of Lead in Drinking Water Act. 6. Three Part Copper Unions a. Brass castings and threads per AWWA C800 b. Provide lead-free Three Part Copper Unions in accordance with the Reduction of Lead in Drinking Water Act. 7. Straight Meter Couplings a. Brass castings per AWWA C800 b. Threads per AWWA C700 c. Tailpiece with outside iron pipe thread Y d. Chamfer corners on threaded end of meter nut. e. Machine inside and outside of tailpiece. f. Provide lead-free Straight Meter Couplings in accordance with the Reduction of Lead in Drinking Water Act. 8. Branch Connections a. Brass castings per AWWA C800 b. Inlet and outlet connections per AWWA C800 c. Provide lead-free branch connections in accordance with the Reduction of Lead in Drinking Water Act. 9. Service Saddles a. Castings 1) Brass or Nylon coated ductile iron castings per AWWA C800 2) Free of porosity with sharp edges removed 3) Saddle a) Form to fit firmly against side of maximum diameter of water main with approximately 180 degrees wrap around. 4) Outlet a) Design outlet boss for no thread distortion by bending moments. b) Tapped for taper threaded corporation stop conforming to AWWA C800. b. Straps 4 1) Conform to ASTM B98. 2) Form flat to fit uniformly against the wall of the water main. 3) Shall be double straps 4) Rod diameter not less than 5/8 inch flattened to 1 inch on one side. ` 5) Straps shall be threaded 5/8 inch(11-NC-2A)for a distance such that %2 inch remains after clamp is fully tightened on the pipe. 6) Chamfer strap ends to protect the starting threads. 7) The threads shall be full and free from shear. 8) 4-inch and larger pipe shall be in accordance with Section 33 12 25. c. Nuts 1) Bronze material CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 331210-10 WATER SERVICES 1-INCH TO 2-INCH Page 10 of 17 = a) Same material as straps 2) Dimensions equal to or larger than heavy hexagon nuts ._ 3) Tapped 5/8 inch(11-NC-2B) d. Gaskets 1) Neoprene rubber material 2) Cemented to saddle and positioned to facilitate installation 10. Brass Flanged Angle Valve a. For 1 '/z-inch and 2-inch services _ b. Brass castings per AWWA C800 c. Valve Body with integral outlet flange and inlet wrenching flat d. Fit together key and body by turning key and reaming body 1) Key with O-ring seal seat at the upper end 2) Lap key and body seat are to conform to corporation stop requirements of this Specification. 3) The outlet flange shall contain an O-ring seat or a uniform flat drop-in flange gasket surface. 4) Drop-in flange gasket surface shall contain gasket retaining grooves milled circular about the axis of the flange. 5) The size of the outlet flange and the diameter and spacing of the bolt holes shall conform to AWWA C700. 6) The flange on 2-inch angle valves shall be double drilled to permit _ connection to 1 '/z-inch meters. 7) The inlet port of the valve shall be tapered to conform to AWWA C800 taper pipe thread. _ 8) The key cap shall include a wrenching tee marked with a raised or recessed arrow to show whether the valve is open or closed. 9) Valve Assembly(main body,key,key cap) a) Brass material per AWWA C800 b) O-ring seal on the top of the key between the key and body seat c) Key cap shall complete the assembly by attaching to the key by means of a strong bronze pin with phosphor bronze spring washer(s) depressed between the key cap and the top of the valve main body. d) Provide with padlock wings for locking the valve in the closed position. e) There shall be a uniform application of cold water valve grease between the body and the key. f) The valve shall be capable of being easily opened and stopping lugs. g) The waterway through the valve shall be smooth and rounded for minimum pressure loss,and shall be free of burrs or fins. h) The valve shall be strong,well designed,neat in appearance,water- tight and entirely adequate for the intended purpose. i) Provide with either a high quality rubber drop-in gasket or an O-ring seal depending on the manufacturer's flange seal surface design choice. e. Provide lead-free brass flanged angle valves in accordance with the Reduction of Lead in Drinking Water Act. 11. Meter Boxes shall: a. Be constructed of: _ 1) Polymer,black polyethylene material as defined in ASTM D883. a) Minimum wall thickness of 3/8-inch throughout with no blowing agents or foaming plastics CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 33 12 10-11 WATER SERVICES 1-INCH TO 2-INCH Page 11 of 17 b) Body shall be black throughout,blended at the time of manufacture, _ and shall have a molded recycled emblem with a minimum of 35 percent Post Industrial/Pre Consumer Recycled Content-verified with a Leed Product Documentation. c) Have a tensile strength greater than 1700 pounds per square inch(psi). d) Smooth edges and corners and be free from sharp edges so the unit can be handled safely without gloves. e) Exterior free from seams or parting lines. f) Have crush resistant ribbing along the outside of the box. g) Have a flange around the lid opening to help prevent settling and aide in adjustment to grade. - h) Not to be installed in roadway—designed to withstand loading in non- deliberate and incidental traffic only. 2) Concrete a) Frame of No. 6 gauge wire welded closed b) Type I or Type II Portland cement,in accordance with ASTM C150, portioned with lightweight aggregate, in accordance with ASTM C330 (1) Percentage of wear not to exceed 40 per ASTM C 131 (2) Minimum 28 day compressive strength of 3,000 psi b. Be able to withstand a minimum 15,000 pounds vertical load c. Withstand a minimum 400 pounds sidewall load. d. Have pipe holes measuring a minimum of 2-1/2"x 3-1/4". e. 1-inch Standard Meter Box (Class A) 1) For use with services utilizing 5/8-inch x3/4-inch,3/4-inch or 1-inch meter - Single or Dual service meter. 2) Polymer a) Size: working of not less than 10 inches x 16 inches, 12 inches high - 3) Concrete a) Size: working area not less than 10-inches x 16-inches, 12 inches high f. 2-inch Standard Meter Box (Class C) 1) For use with services utilizing 1-1/2-inch or 2-inch Single service meter. 2) Polymer a) Size: working area not less than 14-inches x 28-inches, 12 inches high 3) Concrete a) Size: working area not less than 15-inches x 26-1/2-inches, 12 inches high g. Bullhead Standard Meter Box (Class B) 1) For use with services utilizing two 5/8-inch x3/4-inch or%-inch or 1-inch Single service meter. 2) Polymer a) Size: working area not less than 15-inches x 18-inches, 12 inches high 3) Concrete a) Size: working area not less than 15-inches x 18-inches, 12 inches high ` 12. Meter Box Lid a. Meter Box Lids Shall: 1) Be solid throughout with reinforcing ribs. 2) Have City of Fort Worth `Molly' logo molded into the lid. 3) Bear the Manufacturer's IS (name or logo)and Country of Origin. 4) Be designed both with and without AMI receptacles 5) Have a molded tread-plate CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 33 12 10-12 WATER SERVICES 1-INCH TO 2-INCH Page 12 of 17 6) Seat securely and evenly inside the meter box and shall not overlap the top edge of the meter box. _ 7) Have a molded pick bar for use by meter reading tool. 8) Have Automated Meter Infrastructure(AMI)snap locking slide mounts for number of meters/endpoints associated with meter box 9) Have an opening to accept the AMI end-point. Opening shall accommodate an endpoint with a 1-7/8 inches diameter. 10) Have recessed AMI end point area,to alleviate a trip hazard,centered over AMI slide mount. Recess area should be 4-1/2 inches in diameter and 3/8" deep. 11) Have built-in anti-flotation devices. b. Cast Iron or Ductile Iron 1) Lids for Concrete Meter Boxes shall be constructed out of a cast iron and meet RRF-621 specification. - 2) Shall withstand a minimum vertical load of 15,000 pounds 3) Coat castings with a bituminous emulsified asphalt unless otherwise specified in the Contract Documents,ground smooth, and cleaned with shot blasting,to get a uniform quality free from strength defects and distortions. 4) Dimensions shall be within industry standards of fl/16 inch per foot. 5) Shall have a plug inserted in to the AMI receptacle to avoid water entering y through opening until the AMI receptacle is used 6) Be a minimum of 1-3/4 inches thick at reinforcing ribs. 7) Casting weights may vary f5 percent from drawing weight per industry standards. c. Plastic(Composite) 1) The lid shall : a) Constructed of Engineered Plastic as defined in ASTM D883 - (1) Have a molded recycled emblem with a minimum of 50 percent Post Consumer Recycled and 50 percent Post Industrial/Pre Consumer Recycled Content-verified with a Leed Product Documentation. (2) Be designed to fit a concrete box/cast iron box in retrofit installations. (3) Have a tensile strength greater than 1700 psi. (4) Have a `knock-out"plug to accept the AMI end-point. Knock-out diameter shall be 1-7/8 inch diameter.A removable plug may be substituted for the knock-out plug. T (5) Be constructed out of a composite material blend for maximum durability and corrosion resistance. (6) Be black throughout with no blowing agents or foaming plastics (7) Smooth edges and corners and be free from sharp edges so the unit can be handled safely without gloves. (8) Exterior free from seams or parting lines. - (9) Have a molded tread-pattern-tread dimensions shall be .188-inch x .938-inch x.150-inch deep. (10) Have"City of Fort Worth"molded into the lid. (11) Have"Water Meter"molded into the lid-Font shall be standard Fadal CNC font with 1-inch characters x .150-inch deep. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 ■ 331210-13 WATER SERVICES 1-INCH TO 2-INCH Page 13 of 17 (12) Have a molded pick hole pocket-dimensions shall be 3-inch x 9/16-inch x Thru Hole with 3/16-inch 304 stainless steel rod. (13) Have 2 pieces of%i-inch rebar located in lid pockets for locatability as shown in Drawings. (14) Have location capability using metal detector. b) Domestic Manufacture Only-Made in USA molded on Lid. c) Not to be installed in roadway or parking area d) Be designed to withstand H-10 loading for non-deliberate and incidental traffic only as . e) Have ultraviolet protection. 2) 1-inch Standard Plastic Meter Box Lid(Class A) a) For use with services utilizing 5/8-inch x%-inch,3/4-inch or 1-inch meter Single or Dual service meter. b) Size: 11-7/8-inch x 17-7/8-inch, 1-1/2 inches high c) For use with Class A Standard Meter Box. d) Polymer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 3) 2-inch Standard Plastic Meter Box Lid(Class C) a) For use with services utilizing 1-1/2-inch or 2-inch Single service meter. b) Size 27-inches x 15-1/4-inches, 1-7/8 inches high c) For use with Class C Standard Meter Box. d) Polymer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 4) Bullhead Standard Plastic Meter Box Lid(Class B) a) For use with services utilizing two 5/8-inch x%-inch or 3/4-inch or f- inch Single service meter: - b) Size: 16-5/8-inch x 14-5/8-inch, 1-3/4 inches high c) For use with Class B Standard Meter Box. d) Polymer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 13. Horizontal Check Valve a. Equip 1 !/2-inch and 2-inch Water Services with a horizontal check valve,with 4 pipe plug,only if specified in the Drawings. b. If an existing backflow preventer is present,the Contractor is to leave it,and is not required to provide an additional horizontal check valve. _ c. Provide lead-free horizontal check valves in accordance with the Reduction of Lead in Drinking Water Act. 14. Service Marker a. 3 inch wide, 5 mil blue vinyl tape 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL A. Tests and Inspections 1. At the City's option,the manufacturer shall be required to provide certification records showing conformance of materials,design and testing to these Specifications. 2. The test procedures shall conform to AWWA C800. 4 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 33 1210-14 WATER SERVICES 1-INCH TO 2-INCH Page 14 of 17 a. In the event that a chosen valve fails the City's hydrostatic test,the cost of the test shall be at the expense of the supplier. _ b. Proof testing of the remainder of the valves shall be at the cost and responsibility of the supplier. c. These tests will be the basis of acceptance or rejection of the remainder of the _ shipment by the City. 3. The City reserves the right to select products at random for testing. The failure of materials to conform to the applicable Specification may result in the rejection of } the entire shipment. B. Marking 1. Service saddle castings shall be clearly marked by letters and numerals cast thereon showing: a. Manufacturer's name b. Type - c. Size of Pipe PART 3 - EXECUTION 3.1 INSTALLERS A. A licensed plumber is required for installations on the outlet side of the service meter. 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install Water Services and appurtenances in accordance with AWWA C800. 2. Install Water Service Lines 5 feet north or east of center of lot frontage on lots 75 r• feet or wider,or where shown on Drawings. 3. Install Water Service Lines on lot center line on lots less than 75 feet wide,unless otherwise shown on the Drawings. 4. Install services at a minimum depth of 36 inches below final grade/proposed top of curb,unless otherwise specified in the Contract Documents. 5. Perform leak tests in accordance with Section 33 04 40. 6. Replace existing 3/4-inch Service Lines with 1-inch new Service Line,tap,and corporation. 7. Install replaced or relocated services with the service main tap and service line being in line with the service meter,unless otherwise directed by the City. 8. Excavate,embed and backfill trenches in accordance with Section 33 05 10. _ B. Handling 1. Haul and distribute Service Lines fittings at the project site and handle with care to avoid damage. a. Inspect each segment of Service Line and reject or repair any damaged pipe prior to lowering into the trench. b. Do not handle the pipe in such a way that will damage the pipe. - CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 33 1210-15 WATER SERVICES 1-INCH TO 2-INCH Page 15 of 17 2. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash—during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. — C. Service Line Installation 1. Service Taps a. Only ductile iron pipe may be directly tapped. b. Install service taps and/or tap assemblies of the specified size as indicated on the Drawings, or as specified by the Engineer. c. Perform taps on a water system that is either uncharged or under pressure. — d. Taps consist of. 1) For Concrete Pressure Pipe or Steel Pipe a) Standard internal pipe threaded holes in the pipe walls (1) Made during pipe fabrication (2) Provide tapered threaded outlet with cc threads for up to 2-inch. (3) Provide flange outlet with flange to thread insulator adaptor kits for _ 4-inch and larger taps. 2) Other pipe materials a) Bronze service clamp with a sealed,threaded port through which the pipe wall is drilled to complete a service port e. Tap Assemblies 1) Consist of corporation stop with iron to copper connection attached to: a) Copper tubing terminating as shown on the City's Standard Detail b) May be required adjacent to gate valves c) Install as shown on the Drawings, or as directed by the Engineer. d) When required, shall be included in the unit price bid for installing gate valve. 2) Chlorination and testing purposes a) No separate payment will be made for taps required for testing and chlorination. 2. Installation of Water Services a. Install tap and Service Line in accordance with City Details. b. Install meter box in accordance with City Details. 1) Adjustment of the Service Line to proper meter placement height shall be considered as part of the Meter Box installation. 3. Trenching a. Provide a trench width sufficiently wide to allow for 2 inches of granular embedment on either side of the Service Line. _ 4. Bored Services a. Services shall be bored utilizing a pilot hole having a diameter% inch to% inches larger than the Service Line. 5. Arrangement a. Arrange corporation stops,branches,curb stops,meter spuds,meter boxes and other associate appurtenances as shown in the City Detail,and to the approval of the Engineer. 6. Service Marker a. When Meter Box is not installed immediately subsequent to service installation: CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 33 1210-16 WATER SERVICES 1-INCH TO 2-INCH Page 16 of 17 1) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of the service and extending through the backfill approximately 6 inches above ground at the Meter Box location. b. Installation of service taps only: 1) Attach service marker tape to the corporation stop or plug and extend upward and normal to the main through the backfill at the adjacent trench edge to at least 6 inches above ground to flag the tap location. 7. Corporation stops a. Fully open corporation stop prior to backfill. D. Removal of Existing Water Meters 1. Remove,tag and collect existing Water Service meter for pickup by the City for reconditioning or replacement. 2. After installation of the Water Service in the proposed location and receipt of a meter from the City inspector,install the meter. 3. Reset the meter box as necessary to be flush with existing ground or as otherwise directed by the City. 4. All such work on the outlet side of the service meter shall be performed by a - licensed plumber. 3.5 REPAIR/RESTORATION [NOT USED] v 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Check each Water Service installation for leaks and full flow through the curb stop at the time the main is tested in accordance with Section 33 04 40. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] , END OF SECTION CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 331210-17 WATER SERVICES 1-INCH TO 2-INCH Page 17 of 17 Revision Log DATE NAME SUMMARY OF CHANGE Added Blue Text for clarification 1.2 A.—Revision to items included in price bid Specification modified to be in accordance with the Reduction of Lead in Drinking 12/20/2012 D.Johnson Water Act—All materials shall be lead free in accordance with this Act. 1.2.A.3—Water Meter Service Relocate was renamed Water Meter Service Reconnect 1.6.B.—added certification submittals for compliance with regulatory requirements Added the phrase`,including grass'to lines; Part 1, 1.2.A.1.c.14,Partl,1.2.A.2.c.13,Part 1, 1.2.A.2.c.13,Part 1,1.2.A.3.c.11, 2/13/2013 F.Griffin Part 1, 1.2.A.4.c.I I Added the phrase`and replacement'to line Part 1,1.2.A.4.c.7 Revised lines with`including grass'replacing with`excluding grass(seeding, 4/26/2013 F.Griffin sodding or hydromulching paid separately)' i4 Included in Part 1, 1.2,A, 1,c, 14; Part 1, 1.2,A,2,c, 13;Part 1, 1.2,A,3,c, 11; Part 1, 1.2,A,4,2, 11 6/19/2013 D.Johnson 1.2.A.4.c—Addition of private water service appurtenances relocation to being included in the linear foot price of private water services 11/21/2016 W.Norwood Require meter box suitable for AMI meter.2.2,C, 11 &2.2,C,12 11/21/2016 W.Norwood Require service saddle with double straps.2.2,C,9,b 2/14/17 W.Norwood 2.2,C,9.a.3 Remove table"Fit Contour of pipe..." 2/14/17 W.Norwood 3.4,C, l.d.(2)Remove nylon sleeve inserts,require cc threads. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised February 14,2017 333123-1 SANITARY SEWER PIPE ENLARGEMENT Page 1 of 8 1 SECTION 33 3123 2 SANITARY SEWER PIPE ENLARGEMENT 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements to rehabilitate existing sanitary sewers by the pipe enlargement 7 system,herein called Pipe Bursting or Pipe Crushing(Pipe Bursting/Crushing) 8 a. This system includes splitting or bursting the existing pipe to install a new 9 polyethylene pipe and reconnect existing sewer service connections. T 10 B. Deviations from this City of Fort Worth Standard Specification 11 1.2 Price and Payment Procedures 12 A. Measurement and Payment 13 3. Service Reinstatement, Pipe Enlargement(REPLACEMENT PROVISION) 14 a., b., c. Measurement, Payment, and the work included in the unit price bid 15 shall be in accordance with Section 33 31 50, Subsection 1.1 B and 16 Subsection 1.2. A 7. 17 C. Related Specification Sections include,but are not necessarily limited to: 18 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the 19 Contract 20 2. Division 1 —General Requirements ' 21 3. Section 33 0130—Sewer and Manhole Testing 22 4. Section 33 0131 —Closed Circuit Television(CCTV)Inspection 23 5. Section 33 03 10—Bypass Pumping of Existing Sewer Systems 24 6. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 25 7. Section 33 31 15—High Density Polyethylene(HDPE)Pipe for Sanitary Sewer 26 8. Section 33 3150—Sanitary Sewer Service Connections and Service Line 27 9. Section 33 39 10—Cast-in-Place Concrete Manholes _ 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Measurement and Payment _ 30 1. Pipe Installation by Pipe Enlargement 31 a. Measurement 32 1) Measured horizontally along the surface from center line to center line of 33 the manhole or appurtenance 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under"Measurement"will be paid for at the unit 37 price bid per linear foot for"Pipe Enlargement"installed for: 38 a) Various sizes 39 c. The price bid shall include: 40 1) Furnishing and installing pipe as specified by the Drawings CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 333123-2 SANITARY SEWER PIPE ENLARGEMENT Page 2 of 8 1 2) Pavement removal 2 3) Excavation 3 4) Hauling 4 5) Launching pit 5 6) Receiving pit 6 7) Bypass Pumping for pipes smaller than 18-inches 7 8) Disposal of excess material 8 9) Furnishing,placement and compaction of backfill 9 10) Clean-up 10 11) Cleaning 11 12) Testing 12 2. Point Repair 13 a. Measurement 14 1) Measurement for this Item shall be by the linear foot measured horizontally 15 along the surface following the pipe centerline for the length identified 16 during the Pre-CCTV inspection and directed by the City. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under"Measurement"will be paid for at the unit 20 price bid per linear foot for"Sewer Pipe,Point Repair"installed for: 21 a) Various sizes 22 c. The price bid shall include: 23 1) Furnishing and installing pipe as specified by the Drawings 24 2) Coupling 25 3) Pavement removal 26 4) Excavation 27 5) Hauling 28 6) Bypass Pumping for pipes smaller than 18-inches 4 29 7) Disposal of excess material 30 8) Furnishing,placement and compaction of backfill 31 9) Clean-up 32 10) Cleaning 33 11) Testing 34 3. Service Reinstatement,Pipe Enlargement - 35 a. Measurement 36 1) Measurement for this Item shall be per each service to be reinstated. 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 per each"Service Reinstatement,Pipe Enlargement". 41 c. The price bid shall include: 42 1) Furnishing and installing pipe as specified by the Drawings 43 2) Pavement removal _ 44 3) Excavation 45 4) Hauling 46 5) Launching pit 47 6) Receiving pit 48 7) Bypass Pumping for pipes smaller than 18-inches 49 8) Disposal of excess material CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 333123-3 SANITARY SEWER PIPE ENLARGEMENT Page 3 of 8 1 9) Furnishing,placement and compaction of backfill _ 2 10) Clean-up 3 11) Cleaning 4 12) Testing 5 1.3 REFERENCES 6 A. Abbreviations and Acronyms w 7 1. HDPE—High Density Polyethylene 8 2. CCTV—Closed Circuit Television 9 B. Definitions 10 1. Pipe Bursting/Crushing 11 a. The reconstruction of gravity sewer pipe by installing an approved pipe 12 material by use of a static,hydraulic or pneumatic hammer"moling"device, 13 suitably sized to break out the old pipe or by using a modified boring"knife" 14 with a flared plug that implodes and crushes the existing sewer pipe. 15 b. Forward progress of the"mole" or the"knife"may be aided by the use of 16 hydraulic equipment or other apparatus. 17 c. The replacement pipe is either pulled or pushed into the bore. 18 d. The method allows for replacement of pipe sizes from 8-inches through 21- 19 inches and/or upsizing in varying increments up to 21-inches. 20 C. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification,unless a date is specifically cited. 24 2. American Society for Testing and Materials(ASTM): 25 a. D1248 Specifications for Polyethylene Plastic Molding and Extension 26 Materials 27 b. D1693 Test for Environmental Stress-Cracking of Ethylene Plastics 28 c. D2122 Determining Dimensions of Thermoplastic Pipe and Fittings 29 d. D2837 Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials 30 e. D3350 Specification for Polyethylene Plastic Pipe and Fittings Materials 31 f. F714 Specification for Polyethylene(PE)Plastic Pipe(SDR-PR)Based on 32 Outside Diameter(3" IPS and Larger) 33 3. City of Fort Worth Code of Ordinances 34 a. Part II, Chapter 23 Offenses and Miscellaneous Provisions, Section 8 Noise 35 1.4 ADMINISTRATIVE REQUIREMENTS 36 A. Coordination 37 1. Coordinate with City,Engineer,franchise utilities,etc. as described in the 38 Drawings. - 39 2. Provide advanced notice prior to commencing actual pipe enlargement activities,as 40 described in the Drawings,in order to allow the City to provide appropriate 41 advanced notice to affected residents. - 42 3. Review the location and number of insertion or access pits with the City Inspector 43 prior to excavation. 44 B. Sequencing CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 333123-4 SANITARY SEWER PIPE ENLARGEMENT Page 4 of 8 1 1. Provide a bypass pumping plan,when required,detailing collection and discharge 2 locations and method of bypass pumping in accordance with Section 33 03 10,prior _ 3 to the start of construction. 4 2. Provide a phasing plan with the sequence of construction prior to the start of 5 construction. r 6 1.5 SUBMITTALS 7 A. Submittals shall be in accordance with Section 0133 00. T 8 B. All submittals shall be approved by the City prior to delivery. 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 10 A. Special Procedure Submittals 11 1. Provide a bypass pumping plan when required by Contract Documents in 12 accordance with Section 33 03 10. 13 2. Provide a phasing plan with the sequence of construction prior to the start of 14 construction. 15 1.7 CLOSEOUT SUBMITTALS 16 A. Record Documentation 17 1. Provide Closed Circuit Television inspection reports in accordance with Section 33 18 0131. 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE 21 A. Qualifications 22 1. The Contractor shall be certified by the particular Pipe Enlargement system 23 manufacturer that such firm is a licensed installer of their system. No other Pipe 24 Enlargement system other than those listed in these Specifications is acceptable. - 25 2. The Contractor shall be able to show that the personnel directly involved with the 26 Pipe Enlargement have adequate experience with similar work. 27 B. Pre-construction and Post-construction Testing 28 1. Provide Pre-construction and Post-construction Closed Circuit Television(CCTV) 29 Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 30 33 01 31. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 333123-5 SANITARY SEWER PIPE ENLARGEMENT Page 5 of 8 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 5 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 6 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 7 A. Manufacturers 8 1. Only the manufacturers as listed on the City's Standard Products List will be 9 considered as shown in Section 01 60 00. y 10 a. The manufacturer must comply with this Specification and related Sections. 11 1. Any product that is not listed on the Standard Products List is considered a 12 substitution and shall be submitted in accordance with Section 01 25 00. 13 B. Materials 14 1. HDPE Pipe 15 a. The pipe and fitting material shall conform to Section 33 31 15. 16 2. Service Saddles 17 a. Conform to Section 33 3150. 18 3. Repair Clamp 19 a. Conform to Section 33 31 15. 20 4. Manhole Inverts and Benches 21 a. Inverts and benches requiring replacement shall conform to Section 33 39 10. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL [NOT USED] 24 PART 3 - EXECUTION 25 3.1 INSTALLERS [NOT USED] 26 3.2 EXAMINATION 27 A. Verification of Conditions 28 1. Provide Pre-Construction Closed Circuit Television(CCTV)Inspection of the 29 pipeline to be replaced/enlarged in conformance with Section 33 01 31. 30 a. Inspection of the pipelines shall be performed by experienced personnel trained 31 in locating breaks,obstacles and service connections by Closed Circuit Color 32 Television. 33 B. Evaluation and Assessment CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 333123-6 SANITARY SEWER PIPE ENLARGEMENT Page 6 of 8 1 1. Identify,by location,the presence of line obstructions in the existing sewer(heavy 2 solids,dropped joints,protruding service taps or collapsed pipe)which will prevent 3 completion of the pipe bursting/crushing process and which cannot be removed by 4 conventional sewer cleaning equipment. 5 2. Identify,by location,the presence of sags in the sewer line(s)by the following 6 procedure: 7 a. Perform CCTV inspection. 8 b. Provide CCTV inspection results to the City. 9 c. The City Inspector will review the Pre-CCTV tapes to determine if any 10 excessive sags exist and will inform the Contractor which segments of pipe are 11 to be replaced by point repair. 12 3.3 PREPARATION 13 A. Bypassing Sewage 14 1. Bypass pump sewage in accordance with Section 33 03 10. 15 B. Line Obstructions 16 1. If identified in the CCTV inspection,remove line obstruction. — 17 a. Removal of obstruction is considered subsidiary to CCTV inspection. 18 C. Point Repairs 19 1. Perform point repair as identified on the Drawings or at the discretion of the City. 20 This may include: 21 1) Pipe replacement 22 2) Digging a sag elimination pit and bringing the bottom of the pipe trench to 23 a uniform grade in line with the existing pipe invert 24 3.4 INSTALLATION _ 25 A. Site Organization 26 1. Locate insertion or access pits such that their total number will be minimized and _ 27 the length of replacement pipe installed in a single pull shall be maximized. 28 2. Use existing manholes wherever practical. 29 a. Manhole inverts and bottoms may be removed to permit access for installation 30 equipment. 31 3. Locate equipment used to perform the work away from buildings so as not to create 32 a noise impact. Conform to City of Fort Worth Code of Ordinances,Part II, Section _ 33 23-8. 34 a. Provide silencers or other devices to reduce machine noise as needed to meet 35 requirements. 36 B. Schedule 37 1. Upon commencement of the actual pipe enlargement, do not begin a segment of 38 work that cannot be completed before the end of the work day. _ 39 C. Finished Pipe 40 1. The installed replacement pipe shall be continuous over the entire length of each 41 pipe segment from manhole to manhole and shall be free from visual defects such 42 as foreign inclusions,concentrated ridges,discoloration,pitting,varying wall 43 thickness,pipe separation and other deformities. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 y Revised December 20,2012 333123-7 SANITARY SEWER PIPE ENLARGEMENT Page 7 of 8 1 2. Carefully cut out the replacement pipe passing through or terminating in a manhole _ 2 in a shape and manner approved by the Engineer. 3 3. Streamline and improve the manhole invert and benches to ensure smooth flow. 4 4. The installed pipe shall meet the leakage requirements of the pressure test specified 5 herein. 6 D. Pipe Jointing 7 1. Assemble and join sections of HDPE replacement pipe on the job site above _. 8 ground. 9 2. Use the heating and butt-fusion system for jointing in strict conformance with the 10 manufacturer's printed instructions and in accordance to Section 33 31 15. 11 3. Ensure that the butt-fusion joints have a smooth,uniform,double rolled back bead 12 made while applying the proper melt,pressure and alignment. 13 4. It shall be the sole responsibility of the Contractor to provide an acceptable butt- 14 fusion joint. 15 5. Make all joints available for inspection by the Engineer before insertion. — 16 6. Join the replacement pipe on site in appropriate working lengths near the insertion 17 pit. 18 a. The maximum length of continuous replacement pipe which shall be assembled t 19 above ground and pulled on the job site at any 1 time shall be 600 linear feet. 20 7. For situations where the replacement pipe is not pulled all the way to the manhole, 21 a repair clamp shall be utilized to connect segments of the HDPE pipe,as approved .. 22 by the Engineer. 23 E. New Pipe Installation 24 1. Install new pipe in accordance with the manufacturer's recommendations. 25 F. Anchoring New Pipe and Sealing Manholes 26 1. After the new pipe has been installed in the entire length of the sewer section, 27 anchor the pipe at manholes. 28 a. The new pipe shall protrude in the manholes for enough distance to allow 29 sealing and trimming(but not less than 4 inches). 30 2. Wait a minimum of 10 hours after installation before sealing the new pipe at 31 manholes. 32 3. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, 33 centered in the existing manhole wall. 34 4. Grout flexible connector in the manhole, filling all voids the full thickness of the 35 manhole wall. 36 5. Restore manhole bottom and invert. 37 G. Sewer Service Connections 38 1. Install service connections in accordance with Section 33 31 50. 39 H. Rescue 40 1. The cost for rescue of static,hydraulic or pneumatic hammer"moling"devices or 41 modified boring"knives"that become stuck or excessively buried and require 42 additional excavation to retrieve shall be the sole responsibility of the Contractor. 43 I. Surface Restoration CITY OF FORT WORTH Kimbo Road _ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 333123-8 SANITARY SEWER PIPE ENLARGEMENT Page 8 of 8 V 1 1. Any damage caused to paving structures or any other surface fracture resulting 2 from the pipe enlargement shall be repaired or replaced to the same condition,or 3 better,at the expense of the Contractor. 4 3.5 REPAIR/RESTORATION [NOT USED] 5 3.6 RE-INSTALLATION [NOT USED] - 6 3.7 FIELD [OR] SITE QUALITY CONTROL 7 A. Post-Construction Closed Circuit Television(CCTV)Inspection 8 1. Video Inspection 9 a. Conduct a Post-Construction CCTV Inspection in accordance with Section 33 10 0131. 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 Revision Log ` DATE NAME SUMMARY OF CHANGE 19 r CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 .� Revised December 20,2012 333150-1 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 1 of 10 1 SECTION 33 3150 2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Sanitary sewer service connection,service line and 2-way cleanout from the main 7 to the right-of-way, as shown on the Drawings,directed by the Engineer and 8 specified herein for: 9 a. New Service y 10 b. New Service(Bored) 11 c. Private Service Relocation 12 d. Service Reinstatement 13 B. Deviations from this City of Fort Worth Standard Specification 14 1.2 Price and Payment Procedures(ADDITIONAL PROVISIONS) 15 A. Measurement and Payment 16 Lc,2.c, 3.c,4.c, 5.c, 6.c,and 7.c. The price bid shall include: 17 13), 13), 13), 12), 13),9),and 12),respectively: Adjustment of new 18 cleanout assembly, and concrete collar where applicable,to final grade, and 19 all associated surface restoration. 20 5. Sewer Service Reconnection 21 c. The price bid shall include: 22 12)2-way Cleanout installed at the easement line,with concrete collar per 23 City of Fort Worth standard detail. 24 7. Service Reinstatement(main or lateral constructed by trenchless method) 25 c. The price bid shall include: 26 1)Tap to main 27 7) Service line 28 11)2-way Cleanout installed at the easement line,with concrete collar per 29 City of Fort Worth standard detail. 30 C. Related Specification Sections include,but are not necessarily limited to: 31 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 32 2. Division 1 —General Requirements 33 3. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 34 4. Section 33 11 10—Ductile Iron Pipe ` 35 5. Section 33 11 11 —Ductile Iron Fittings 36 6. Section 33 3120—Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 37 1.2 PRICE AND PAYMENT PROCEDURES 38 A. Measurement and Payment - 39 1. New Sewer Service CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised April 26,2013 333150-2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 2 of 10 1 a. Measurement 2 1) Measurement for this Item shall be per each"Sewer Service"complete in 3 place. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for at the unit price bid per each"Sewer Service"installed for: 7 a) Various sizes 8 c. The price bid shall include: 9 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 10 the Drawings 11 2) Pavement removal 12 3) Excavation 13 4) Hauling 14 5) Disposal of excess material 15 6) Tee connection to main - 16 7) Fittings 17 8) 2-way cleanout and cap with concrete pad 18 9) Surface restoration,excluding grass(seeding, sodding or hydro-mulch paid _ 19 separately) 20 10) Furnishing,placing and compaction of embedment 21 11) Furnishing,placing and compaction of backfill 22 12) Clean-up 23 2. New Ductile Iron Sewer Service 24 a. Measurement 25 1) Measurement for this Item shall be per each Ductile Iron Sewer Service 26 complete in place. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item ` 29 will be paid for at the unit price bid per each"DIP Sewer Service"installed 30 for: 31 a) Various sizes - 32 c. The price bid shall include: 33 1) Furnishing and installing New DIP Sanitary Sewer Service Line as 34 specified by the Drawings - 35 2) Pavement removal 36 3) Excavation 37 4) Hauling 38 5) Disposal of excess material 39 6) Tee connection to main 40 7) Fittings 41 8) 2-way cleanout and cap with concrete pad 42 9) Surface restoration,excluding grass(seeding,sodding or hydro-mulch paid 43 separately) 44 10) Furnishing,placing and compaction of embedment 45 11) Furnishing,placing and compaction of backfill 46 12) Clean-up 47 3. New Bored Sewer Service n 48 a. Measurement 49 1) Measurement for this Item shall be per each Bored Sewer Service complete 50 in place. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised April 26,2013 333150-3 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE �- Page 3 of 10 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"Bored Sewer Service"installed for: 5 a) Various sizes 6 b) Various materials 7 c. The price shall include: 8 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 9 the Drawings 10 2) Pavement removal 11 3) Excavation 12 4) Hauling 13 5) Disposal of excess material 14 6) Tee connection to main 15 7) Service Line 16 8) Fittings 17 9) 2-way cleanout and cap with concrete pad _ 18 10) Surface restoration surrounding 2-way cleanout 19 11) Furnishing,placing and compaction of embedment and backfill 20 12) Clean-up 21 4. Private Service Relocation 22 a. Measurement 23 1) Measured horizontally along the surface from center line to center line of 24 the fitting,manhole or appurtenance 25 b. Payment 26 1) The work performed and the materials furnished in accordance with this 27 Item and measured as provided under"Measurement"will be paid for at the 28 unit price bid per linear foot for"Private Sewer Service"installed for: 29 a) Various sizes 30 b) Various materials 31 c. The price shall include: 32 1) Obtaining appropriate Permit 33 2) Obtaining Right of Entry 34 3) Performing relocation as specified in the Drawings 35 4) Excavation 36 5) Hauling 37 6) Disposal of excess material 38 7) Service Line-private side by plumber 39 8) Fittings 40 9) Furnishing,placing and compaction of embedment 41 10) Furnishing,placing and compaction of backfill 42 11) Clean-up—surface restoration, excluding grass(seeding, sodding or hydro- 43 mulch paid separately) v 44 5. Sewer Service Reconnection 45 a. Measurement 46 1) Measurement for this Item shall be per each"Sewer Service Reconnection" 47 complete in place from public service line connection to private service line 48 connection. 49 b. Payment CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised April 26,2013 333150-4 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 4 of 10 in 1 1) The work performed in conjunction with the relocation of a sewer service, 2 associated with private service line, fittings and cleanout 5 feet or less in 3 any direction from the centerline of the existing service line and the 4 materials furnished in accordance with this Item will be paid for at the unit 5 price per each"Sewer Service,Reconnection"performed for: 6 a) Various service sizes 7 c. The price bid shall include: 8 1) Private service line 9 2) Fittings 10 3) Private connection to sewer service 11 4) Pavement removal 12 5) Excavation 13 6) Hauling 14 7) Disposal of excess material 15 8) Surface restoration,excluding grass(seeding,sodding or hydro-mulch paid - 16 separately) 17 9) 18 10) _ 19 11) Clean-up 20 6. 2-way Cleanout 21 a. Measurement _ 22 1) Measurement for this Item shall be per each when only a"2-way Cleanout" 23 is installed. 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"2-way Cleanout" 27 installed for: 28 a) Various sizes 29 b) Various materials 30 c. The price bid shall include: 31 1) Furnishing and installing the 2-way Cleanout and cap as specified in the 32 Drawings 33 2) Pavement removal 34 3) Concrete pad - 35 4) Surface restoration,excluding grass (seeding, sodding or hydro-mulch paid 36 separately) 37 5) Hauling 38 6) Disposal of excess material 39 7) Furnishing,placing and compaction of backfill 40 8) Clean-up _ 41 7. Service Reinstatement 42 a. Measurement 43 1) Measurement for this Item shall be per each Reinstatement of Service _ 44 associated with the sewer main being rehabilitated by a trenchless method. 45 b. Payment 46 1) The work performed and materials furnished in accordance with this item 47 and measured as provided under"Measurement"will be paid for at the unit 48 price bid per each"Sewer Service, Reinstatement"for: 49 a) Various sizes 50 c. The price bid shall include: - CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 - Revised April 26,2013 333150-5 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 5 of 10 1 1) Tap to existing main(if required) 2 2) Pavement removal 3 3) Excavation 4 4) Hauling 5 5) Disposal of excess material 6 6) Tee connection to main 7 7) Service line(if required) 8 8) Fittings 9 9) Furnishing,placing and compaction of embedment and backfill 10 10) Clean-up—surface restoration,excluding grass(seeding, sodding or hydro- 11 mulch paid separately)references = 12 B. Definitions 13 1. New Service 14 a. New service applies to the installation of a service with connection to a new or 15 existing sewer main. 16 b. The service materials would include service line,fittings and cleanout. 17 2. Bored Service 18 a. Bored service applies to the installation of a service with connection to a new or 19 existing sewer main including a bore under an existing road. 20 b. The service materials would include service line,fittings and cleanout. 21 3. Private Service Relocation 22 a. Private service relocation applies to the replacement of the existing sewer 23 service line on private property typically associated with the relocation of the 24 existing main. 25 b. Typical main relocation will be from a rear lot easement or alley to the street. 26 4. Service Reinstatement 27 a. Service reinstatement applies to the reconnection of an existing service to an 28 existing main that has been rehabilitated by trenchless methods such as pipe 29 enlargement(pipe bursting),slip lining or CIDP. 30 C. Reference Standards 31 1. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the latest revision date logged at the end of this 33 Specification,unless a date is specifically cited. 34 2. ASTM International (ASTM): T 35 a. ASTM D3034 Standard Specification for Type PSM Poly(Vinyl Chloride) 36 (PVC) Sewer Pipe and Fittings 37 b. ASTM D1785 Standard Specification for Poly(Vinyl Chloride)(PVC)Plastic 38 Pipe, Schedules 40, 80 and 120. 39 c. ASTM D2321 Standard Practice for Underground Installation of Thermoplastic 40 Pipe for Sewers and Other Gravity-Flow Applications 41 d. ASTM D2412 Standard Test Method for Determination of External Loading 42 Characteristics of Plastic Pipe by Parallel-Plate Loading 43 e. ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic 44 Pipes Using Flexible Elastomeric Seals 45 3. Texas Commission on Environmental Quality 46 a. Title 30,Part I, Chapter 217, Subchapter C, Rule 217.54—Criteria for Laying 47 Pipe and Rule CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised April 26,2013 333150-6 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 6 of 10 1 b. Title 30,Part I, Chapter 217, Subchapter C,217.55—Manholes and Related 2 Structures 3 1.3 ADMINISTRATIVE REQUIREMENTS 4 A. Scheduling _ 5 1. Provide advance notice for service interruption to property owner and meet 6 requirements of Division 0. 7 1.4 SUBMITTALS - 8 A. Submittals shall be in accordance with Section 0133 00. 9 B. All submittals shall be approved by the City prior to delivery. 10 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 11 A. Product data shall include,if applicable: 12 1. Tee connection or saddle 13 2. Fittings(including type of cleanout) 14 3. Service line 15 B. Certificates 16 1. Furnish an affidavit certifying that service line and fittings meet the provisions of 17 this Section. 18 1.6 CLOSEOUT SUBMITTALS [NOT USED] 19 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.8 QUALITY ASSURANCE [NOT USED] _ 21 1.9 DELIVERY, STORAGE,AND HANDLING 22 A. Storage and Handling Requirements - 23 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 24 guidelines. 25 2. Protect all parts such that no damage or deterioration will occur during a prolonged 26 delay from the time of shipment until installation is completed and the units and 27 equipment are ready for operation. 28 3. Protect all equipment and parts against any damage during a prolonged period at the 29 site. 30 4. Prevent plastic and similar brittle items from being directly exposed to sunlight or 31 extremes in temperature. 32 5. Secure and maintain a location to store the material in accordance with Section 01 33 6600. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 _ Revised April 26,2013 333150-7 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 7 of 10 1 1.10 FIELD [SITE] CONDITIONS [NOT USED] 2 1.11 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER-FURNISHED [NOT USED] 5 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 6 A. Manufacturers 7 1. Only the manufacturers as listed on the City's Standard Products List will be 8 considered as shown in Section 0160 00. 9 a. The manufacturer must comply with this Specification and related Sections. - 10 2. Any product that is not listed on the Standard Products List is considered a 11 substitution and shall be submitted in accordance with Section 0125 00. 12 3. The services and appurtenances shall be new and the product of a manufacturer - 13 regularly engaged in the manufacturing of services and appurtenances having 14 similar service and size. 15 B. Materials/Design Criteria 4 16 1. Service Line and Fittings(including tee connections) 17 a. PVC pipe and fittings on public property shall be in accordance with Section 33 18 3120. 19 b. PVC pipe and fittings on private property shall be Schedule 40 in accordance 20 with ASTM D1785. 21 c. Ductile iron pipe and fittings shall be coated with ceramic epoxy in accordance 22 with Section 33 11 10 and Section 33 11 11. 23 2. Service saddle 24 a. Service saddles shall only be allowed when connecting a new service to an 25 existing sanitary sewer main and shall: 26 1) Be a 1-piece prefabricated saddle,either polyethylene or PVC,with 27 neoprene gasket for seal against main - 28 2) Use saddle to fit outside diameter of main 29 3) Use saddle with grooves to retain band clamps 30 4) Use at least 2 stainless steel band clamps for securing saddles to the main 31 b. Insert tees service connections may not be used. 32 3. Cleanout 33 a. Cleanout stack material should be in accordance with City Standard Details or .. 34 as shown on Drawings. 35 b. For paved areas,provide a cast iron cleanout and cast iron lid. 36 c. For unpaved areas,provide PVC cleanout and polyethylene lid. 37 4. Coupling 38 a. For connections between new PVC pipe stub out and existing service line,use 39 rubber sleeve couplings with stainless steel double-band repair sleeves to 40 connect to the line. 4 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 ` Revised April 26,2013 333150-8 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 8 of 10 — 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3- EXECUTION [NOT USED] 4 3.1 INSTALLERS 5 A. A licensed plumber is required for installations of the service line on private property. 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 INSTALLATION 9 A. General ' 10 1. Install service line,fittings and cleanout as specified herein,as specified in Section 11 33 05 10 and in accordance with the pipe manufacturer's recommendations. 12 B. Handling 13 1. Haul and distribute service lines, fittings and cleanouts at the project site and handle 14 with care to avoid damage. 15 a. Inspect each segment of service line and reject or repair any damaged pipe 16 prior to lowering into the trench. 17 2. Do not handle the pipe in such a way that will damage the pipe. -� 18 C. Service Line 19 1. Lay service line at a minimum grade of 2 percent, as shown on City Standard _ 20 details,or at lines and grades as indicated in the Drawings. 21 2. If service line is installed by bore as an alternative to open cut,the cost associated 22 with open cut installation, such as pavement removal,trenching, embedment and _ 23 backfill and pavement patch will not be included as part of the bore installation. 24 3. Excavate and backfill trenches in accordance with 33 05 10. 25 4. Embed PVC Pipe in accordance with 33 05 10. 26 D. Cleanout 27 1. Install out of traffic areas such as driveways, streets and sidewalks whenever 28 possible. 29 a. When not possible,install cast iron cleanout stack and cap. 30 2. Install 2-way cleanout in non-paved areas in accordance with City Standard Details. 31 3. Install 2-way cleanout in paved areas in accordance with City Standard Details. T 32 E. Service line connection to main 33 1. New service on new or replacement main 34 a. Determine location of service connections before main installation so the 35 service fittings can be installed during main installation. 36 b. Connect service line to main with a molded or fabricated tee fitting. - 37 2. Reconnection to main after pipe enlargement 38 a. Tapping the existing main and installing a strap on tee connection may be used. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised April 26,2013 ' 333150-9 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 9 of 10 1 b. Allow the new main to recover from imposed stretch before tapping and service 2 installation. { 3 1) Follow manufacturer's recommendation for the length of time needed. 4 c. Tap main at 45 degree angle to horizontal when possible. 5 1) Avoid tapping the top of main. 6 d. Extend service line from main to property line or easement line before 7 connecting to the existing service line. 8 3. New service on existing main 9 a. Connect service line to main with a molded or fabricated tee fitting if possible. 10 b. Tapping the existing main and installing a strap on tee connection may be used. 11 F. Private Service Relocation 12 1. Requirements for the relocation of service line on private property 13 a. A licensed plumber must be used to install service line on private property. 14 b. Obtain permit from the Development Department for work on private property. 15 c. Pay for any inspection or permit fees associated with work on private property. 16 d. Verify(by Exploratory Excavation of Existing Utilities)the elevations at the 17 building cleanout and compare to data on the Drawings before beginning 18 service installation. 19 e. Submit elevation information to the City inspector. 20 f. Verify that the 2 percent slope installation requirement can be met. 21 1) If the 2 percent slope cannot be met,verify with the Engineer that line may 22 be installed at the lesser slope. 23 3.5 REPAIR/RESTORATION [NOT USED] 24 3.6 RE-INSTALLATION 25 A. Service Relocation 26 1. All relocations that are not installed as designed or fail to meet the City code shall 27 be reinstalled at the Contractor's expense. 28 3.7 FIELD QUALITY CONTROL 29 A. Inspections 30 1. Private property service line requires approval by the City plumbing inspector 31 before final acceptance. 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 Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 ` Revised April 26,2013 333150-10 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 10 of 10 1 Revision Log DATE NAME SUMMARY OF CHANGE Throughout—Deep Sewer Service was removed 1.2—Measurement and Payment Items were revised to include relocation and 12/20/2012 D.Johnson reconnection;Blue text was added for guidance in applying the bid Items;Price bid lists revised to include clean-out caps,pads and surface restoration. Added the phrase`,including grass'to lines; Part 1, 1.2.A.1.c.9,Partl, 1.2.A.2.c.9,Part 1,1.2.A.5.c.8,Partl, 1.2.A.6.c.4 Added the phrase`-surface restoration,including grass'to lines; 2/13/2013 F.Griffin Part 1,1.2.A.4.c.11,Part 1, 1.2.A.7.10 Removed the phrase`surrounding 2-way cleanout'from lines; Part 1, 1.2.A.1.c.9,Part 1,1.2.A.2.c.9,Part 1,1.2.A.6.c.4 Revised lines with`including grass'replacing with`excluding grass(seeding, sodding or hydromulching paid separately)' 4/26/2013 F.Griffin Included in Part 1,1.2,A, 1,c,9;Part 1,1.2,A,2,c,9;Part 1, 1.2,A,4,c, 11;Part 1, 1.2,A,5,c,8;Part 1, 1.2,A,6,c,4;Part 1,1.2,A,7,c, 10 2 CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised April 26,2013 333960-1 EPDXY LINERS FOR SANITARY SEWER STRUCTURES ` Page 1 of 7 1 SECTION 33 39 60 2 EPDXY LINERS FOR SANITARY SEWER STRUCTURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Application of a high-build epoxy coating system to concrete utility structures such 7 as manholes,lift station wet wells,junction boxes or other concrete facilities that 8 may need protection from corrosive materials 9 B. Deviations from this City of Fort Worth Standard Specification 10 Part 2 - Products 11 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 12 B. Coating Product 13 4. Acceptable products for this project include Warren Environmental S-301 14 (spray-on)or Warren Environmental M-301 (trowel-on). 15 C. Related Specification Sections include but are not necessarily limited to: 16 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the 17 Contract 18 2. Division 1 —General Requirements 19 3. Section 33 0130—Sewer and Manhole Testing 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Manholes 23 a. Measurement 24 1) Measurement for this Item shall be per vertical foot of coating as measured 25 from the bottom of the frame to the top of the bench. 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 and measured as provided under"Measurement"will be paid for at the unit - 29 price bid per vertical foot of"Epoxy Manhole Liner"applied. 30 c. The price bid shall include: 31 1) Furnishing and installing Liner as specified by the Drawings 32 2) Hauling 33 3) Disposal of excess material 34 4) Clean-up 35 5) Cleaning 36 6) Testing 37 2. Non-Manhole Structures 38 a. Measurement 39 1) Measurement for this Item shall be per square foot of area where the 40 coating is applied. 41 b. Payment CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 333960-2 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 2 of 7 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 square foot of"Epoxy Structure Liner"applied. 4 c. The price bid shall include: 5 1) Furnishing and installing Liner as specified by the Drawings 6 2) Hauling 7 3) Disposal of excess material 8 4) Clean-up 9 5) Cleaning 10 6) 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. ASTM International(ASTM): 17 a. D543, Standard Practices for Evaluating the Resistance of Plastics to Chemical 18 Reagents. 19 b. D638, Standard Test Method for Tensile Properties of Plastics. 20 c. D695, Standard Test Method for Compressive Properties of Rigid Plastics. - 21 d. D790, Standard Test Methods for Flexural Properties of Unreinforced and 22 Reinforced Plastics and Electrical Insulating Materials. 23 e. D4060, Standard Test Method for Abrasion Resistance of Organic Coatings by 24 the Taber Abraser. 25 f. D4414, Standard Practice for Measurement of Wet Film Thickness by Notch 26 Gages. 27 g. D4541, Standard Test Method for Pull-off Strength of Coatings Using Portable 28 Adhesion Testers. 29 3. Environmental Protection Agency(EPA). 30 4. NACE International(MACE). 31 5. Occupational Safety and Health Administration(OSHA). 32 6. Resource Conservation and Recovery Act,(RCRA). 33 7. The Society for Protective Coatings/MACE International(SSPC/NACE): 34 a. sp 13/NACE No. 6, Surface Preparation of Concrete. 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Section 0133 00. 38 B. All submittals shall be approved by the City prior to delivery. 39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 40 A. Product Data 41 1. Technical data sheet on each product used { 42 2. Material Safety Data Sheet(MSDS)for each product used CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 333960-3 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 3 of 7 1 3. Copies of independent testing performed on the coating product indicating the 2 product meets the requirements as specified herein 3 4. Technical data sheet and project specific data for repair materials to be topcoated 4 with the coating product including application,cure time and surface preparation 5 procedures 6 B. Contractor Data 7 1. Current documentation from coating product manufacturer certifying Contractor's 8 training and equipment complies with the Quality Assurance requirements specified 9 herein 10 2. 5 recent references of Contractor indicating successful application of coating 11 product(s)of the same material type as specified herein,applied by spray 12 application within the municipal wastewater environment 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE 16 A. Qualifications } 17 1. Contractor 18 a. Be trained by,or have training approved and certified by,the coating product 19 manufacturer for the handling,mixing,application and inspection of the coating 20 product(s)to be used as specified herein 21 b. Initiate and enforce quality control procedures consistent with the coating 22 product(s)manufacturer recommendations and applicable NACE or SSPC 23 standards as referenced herein 24 1.10 DELIVERY,STORAGE,AND HANDLING 25 A. Keep materials dry,protected from weather and stored under cover. 26 B. Store coating materials between 50 degrees F and 90 degrees F. 27 C. Do not store near flame,heat or strong oxidants. 28 D. Handle coating materials according to their material safety data sheets. 29 1.11 FIELD [SITE] CONDITIONS 30 A. Provide confined space entry,flow diversion and/or bypass plans as necessary to 31 perform the specified work. 32 1.12 WARRANTY 33 A. Contractor Warranty 34 1. Contractor's Warranty shall be in accordance with Division 0. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 333960-4 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 4 of 7 1 PART2- PRODUCTS 2 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 3 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 4 A. Repair and Resurfacing Products 5 1. Compatible with the specified coating product(s)in order to bond effectively, thus 6 forming a composite system 7 2. Used and applied in accordance with the manufacturer's recommendations 8 3. The repair and resurfacing products must meet the following: 9 a. 100 percent solids, solvent-free epoxy grout specifically formulated for epoxy 10 topcoating compatibility 11 b. Factory blended,rapid setting,high early strength, fiber reinforced,non-shrink 12 repair mortar that can be toweled or pneumatically spray applied and — 13 specifically formulated to be suitable for topcoating with the specified coating 14 product used 15 B. Coating Product 16 1. Capable of being installed and curing properly within a manhole or concrete utility 17 environment 18 2. Resistant to all forms of chemical or bacteriological attack found in municipal f 19 sanitary sewer systems; and,capable of adhering to typical manhole structure 20 substrates 21 3. The 100 percent solids, solvent-free ultra high-build epoxy system shall exhibit the 22 following characteristics: 23 a. Application Temperature—50 degrees F,minimum 24 b. Thickness— 125 mils minimum 25 c. Color—White,Light Blue,or Beige 26 d. Compressive Strength(per ASTM D695)—8,800 psi minimum 27 e. Tensile Strength(per ASTM D638)—7,500 psi minimum 28 f. Hardness, Shore D(per ASTM D4541)—70 minimum 29 g. Abrasion Resistance(per ASTM D4060 CS 17F Wheel)—80 mg loss 30 maximum 31 h. Flexural Modulus(per ASTM D790)—400,000 psi minimum 32 i. Flexural Strength(per ASTM D790)— 12,000 psi minimum 33 j. Adhesion to Concrete,mode of failure(ASTM D4541): Substrate(concrete) - 34 failure 35 k. Chemical Resistance(ASTM D543/G20)all types of service for: 36 1) Municipal sanitary sewer environment 37 2) Sulfuric acid, 30 percent 38 3) Sodium hydroxide, 5 percent 39 C. Coating Application Equipment 40 1. Manufacturer approved heated plural component spray equipment 41 2. Hard to reach areas,primer application and touch-up may be performed using hand 42 tools. - CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 333960-5 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 5 of 7 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL 3 1. Testing _ 4 a. Take wet film thickness gauge per ASTM D4414 at 3 locations within the 5 manhole,2 spaced equally apart along the wall and 1 on the bench. 6 1) Document and attest measurements and provide to the City. 7 b. After coating has set,repair all visible pinholes by lightly abrading the surface y 8 and brushing the lining material over the area. 9 c. Repair all blisters and evidence of uneven cover according to the 10 manufacturer's recommendations. 11 d. Test manhole for final acceptance according to Section 33 0130. 12 PART 3- EXECUTION 13 3.1 INSTALLERS 14 A. All installers shall be certified applicators approved by the manufacturers. 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION 17 A. Manhole Preparation 18 1. Stop active flows via damming,plugging or diverting as required to ensure all 19 liquids are maintained below or away from the surfaces to be coated. 20 2. Maintain temperature of the surface to be coated between 40 and 120 degrees F. 21 3. Shield specified surfaces to avoid exposure of direct sunlight or other intense heat 22 source. 23 a. Where varying surface temperatures do exist,coating installation should be 24 scheduled when the temperature is falling versus rising. 25 B. Surface Preparation 26 1. Remove oils,grease, incompatible existing coatings,waxes, form release, curing ` 27 compounds, efflorescence, sealers, salts or other contaminants which may affect the 28 performance and adhesion of the coating to the substrate. 29 2. Remove concrete and/or mortar damaged by corrosion,chemical attack or other 30 means of degradation so that only sound substrate remains. 31 3. Surface preparation method,or combination of methods,that may be used include 32 high pressure water cleaning,high pressure water jetting,abrasive blasting, 33 shotblasting,grinding, scarifying,detergent water cleaning,hot water blasting and 34 others as described in SSPC SP 13/NACE No. 6. 35 4. All methods used shall be performed in a manner that provides a uniform, sound, TM 36 clean,neutralized, surface suitable for the specified coating product. 37 3.4 INSTALLATION " 38 A. General 39 1. Perform coating after the sewer line replacement/repairs, grade adjustments and 40 grouting are complete. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] " Revised December 20,2012 333960-6 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 6 of 7 1 2. Perform application procedures per recommendations of the coating product 2 manufacturer, including environmental controls,product handling,mixing and 3 application. 4 B. Temperature 5 1. Only perform application if surface temperature is between 40 and 120 degrees F. 6 2. Make no application if freezing is expected to occur inside the manhole within 24 7 hours after application. 8 C. Coating T 9 1. Spray apply per manufacturer's recommendation at a minimum film thickness of 10 125 mils. _ 11 2. Apply coating from bottom of manhole frame to the bench/trough, including the 12 bench/trough. 13 3. After walls are coated,remove bench covers and spray bench/trough to at least the 14 same thickness as the walls. 15 4. Apply any topcoat or additional coats within the product's recoat window. 16 a. Additional surface preparation is required if the recoat window is exceeded. 17 5. Allow a minimum of 3 hours of cure time or be set hard to touch before reactivating 18 flow. 19 3.5 REPAIR/RESTORATION [NOT USED] 20 3.6 RE-INSTALLATION [NOT USED] 21 3.7 FIELD [OR] SITE QUALITY CONTROL 22 A. Each structure will be visually inspected by the City the same day following the 23 application. - 24 B. The inspector will check for deficiencies,pinholes and thin spots. 25 C. If leaks are detected they will be chipped back,plugged and coated immediately with R 26 protective epoxy resin coating. 27 1. Make repair 24 hours after leak detection. 28 3.8 SYSTEM STARTUP [NOT USED] 29 3.9 ADJUSTING [NOT USED] 30 3.10 CLEANING [NOT USED] 31 3.11 CLOSEOUT ACTIVITIES 32 A. Upon final completion of the work,the manufacturer will provide a written certification 33 of proper application to the City. 34 B. The certification will confirm that the deficient areas were repaired in accordance with 35 the procedure set forth in this Specification. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 333960-7 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 7 of 7 1 3.12 PROTECTION [NOT USED] 2 3.13 MAINTENANCE [NOT USED] 3 3.14 ATTACHMENTS [NOT USED] 4 END OF SECTION 5 Revision Log DATE NAME SUMMARY OF CHANGE 6 CITY OF FORT WORTH [Insert Project Name) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 334600-1 SUBDRAINAGE Pagel of 6 _ 1 SECTION 33 46 00 2 SUBDRAINAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Installation of pipe subdrains at the locations,lines and grades shown on the _ 7 Drawings. 8 a. If details are not shown on the Drawings,construct the subdrain in accordance 9 with this Section and standard storm drain details. - 10 B. Deviations from this City of Fort Worth Standard Specification 11 1.2 Price and Payment Procedures 12 ADDITIONAL PROVISION: This item is included for the purpose of establishing 13 a contract price for underdrain installation. If during construction, field conditions 14 warrant installation of an underdrain,the Contractor shall obtain approval from the 15 City prior to installation of an underdrain. If field conditions are good an 16 underdrain is not installed,then this bid item will not be paid for. If City approval 17 is not obtained prior to installation,this bid item may not be paid for. _ 18 C. 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 3137 00—Riprap 22 4. Section 32 91 19—Topsoil Placement and Finishing of Parkways 23 5. Section 32 92 13—Hydro-Mulching, Seeding and Sodding 24 6. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Measurement 28 a. Measured by the linear foot along the top of the pipe and includes the length of 29 elbows,wyes,tees,and cleanouts 30 2. Payment y 31 a. The work performed and material furnished in accordance with this Item and 32 measured as provided under"Measurement"will be paid for at the unit price 33 bid per linear foot of"Pipe Underdrain"installed for: 34 1) Various types 35 2) Various sizes 36 b. The price bid shall include: 37 1) Furnishing and installing the specified Underdrain 38 2) Pipe 39 3) Couplers 40 4) Plugs 41 5) Screens CrrY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 334600-2 SUBDRAINAGE Page 2 of 6 1 6) Filter material 2 7) Filter fabric 3 8) Excavation 4 9) Hauling 5 10) Disposal of excess materials 6 11) Connection to existing structures 7 12) Riprap 8 13) Furnishing,placing and compaction of embedment 9 14) Furnishing,placing and compaction of backfill - 10 15) Clean-up 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 N 15 Specification,unless a date is specifically cited. 16 2. American Association of State Highway and Transportation Officials(AASHTO): 17 a. M36, Corrugated Steel Pipe,Metallic-Coated, for Sewers and Drains. T 18 b. M190, Standard Specification for Bituminous-Coated Corrugated Metal Culvert 19 Pipe and Pipe Arches 20 c. M196,Corrugated Aluminum Pipe for Sewers and Drains. - 21 d. M252, Standard Specification for Corrugated Polyethylene Drainage Pipe. 22 e. M278, Standard Specification for Class PS46 Polyvinyl Chloride(PVC)Pipe. 23 3. ASTM International(ASTM): 24 a. C33, Standard Specification for Concrete Aggregates. 25 b. D448, Standard Classification for Sizes of Aggregate for Road and Bridge 26 Construction. 27 c. D2751, Standard Specification for Acrylonitrile-Butadiene-Styrene(ABS) 28 Sewer Pipe and Fittings. 29 d. F949, Standard Specification for Poly(Vinyl Chloride)(PVC)Corrugated _ 30 Sewer Pipe With a Smooth Interior and Fittings. 31 4. Texas Department of Transportation(TxDOT): 32 a. Departmental Materials Specification(DMS): — 33 1) DMS 6200,Filter Fabric. 34 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 35 1.5 SUBMITTALS [NOT USED] 36 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 37 A. Product Data--Submit the following information in accordance with Section 0133 00. 38 1. Subdrain pipe material to be used. 39 2. Filter fabric material to be used. 40 3. Sieve Analysis for filter material to be used. 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] v 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 334600-3 SUBDRAINAGE Page 3 of 6 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 y` 5 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 6 2.2 MATERIALS 7 A. Pipe 8 1. Use only 1 type of pipe for any subdrain system on the project. 9 a. Use perforated pipe in areas to be drained and non-perforated pipe between the 10 perforated pipe and the outfall. 11 2. Type 1 12 a. Corrugated steel pipe conforming to any type specified in AASHTO M36, 13 fabricated from corrugated galvanized sheet. 14 3. Type 2 15 a. Corrugated aluminum pipe conforming to AASHTO M196,Type I or IA, 16 fabricated from corrugated sheet. 17 4. Type 3 18 a. Bituminous-coated corrugated steel pipe conforming to the requirements of 19 Type 1 and uniformly coated inside and out with a minimum thickness of 0.05 20 inches with a bituminous material meeting the requirements of AASHTO 21 M190. 22 5. Type 4 23 a. Bituminous-coated corrugated aluminum pipe conforming to the requirement of a 24 Type 2 and uniformly coated inside and out with a minimum thickness of 0.05 25 inches with a bituminous material meeting the requirements of AASHTO 26 M190. 27 6. Type 5 28 a. Acrylonitrile-butadiene-styrene pipe conforming to ASTM D2751, SDR-35 29 b. Perforations must meet the requirements of AASHTO M278. 30 7. Type 6 31 a. Corrugated polyethylene plastic tubing conforming to ASTM M252. 32 8. Type 7 33 a. Corrugated polyvinyl chloride(PVC)pipe conforming to ASTM F949. 34 9. Type 8 35 a. Smooth-wall PVC pipe conforming to AASHTO M278,Class PS 46. 36 B. Filter Material 37 1. Furnish Crushed Rock in accordance with Section 33 05 10. 38 2. Use only 1 type of filter material for any subdrain system on a project. 39 C. Filter Fabric 40 1. Use filter fabric that meets the requirements of DMS-6200, "Filter Fabric,"Type 1. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 334600-4 SU13DRAINAGE Page 4 of 6 1 D. Riprap 2 1. When required,provide concrete riprap in accordance with Section 3137 00. - 3 2.3 ACCESSORIES [NOT USED] 4 2.4 SOURCE QUALITY CONTROL [NOT USED] 5 PART 3- EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION [NOT USED] 9 3.4 INSTALLATION - 10 A. Excavation 11 1. Begin excavation of the trench at the outfall and proceed toward its upper end, 12 following the lines and grades shown on the Drawings or as directed by the 13 Engineer. 14 2. Hold the minimum horizontal limits of excavation for filter material to the 15 dimensions shown in Table 3 or as shown on the Drawings. 16 17 Table 3 18 Minimum Horizontal Limits of Excavation for Filter Material Depth of Trench Trench Width feet inches 0to6 19 Over 6 to 10 25 Over 10 to 15 31 Over 15 37 19 20 B. Filter Fabric 21 1. In areas to be drained,place filter fabric in the bottom and sides of the trench before ` 22 placing pipe or filter material. 23 2. Provide enough width of fabric to overlap on top of the filter material. 24 C. Subdrain Pipe 25 1. Center perforated pipe in the excavated ditch with the perforations below the 26 horizontal axis. 27 2. Lay pipe according to Drawing Details with the perforations on the underside of the 28 pipe,unless otherwise directed by the Engineer. 29 3. Join the pipe with appropriate couplers in accordance with the manufacturer's •• 30 recommendations. 31 4. Install non-perforated pipe sections between the perforated pipe and the outfall. 32 a. The sections of non-perforated pipe do not require filter fabric or filter material. - 33 5. Place a2-inch layer of filter material as a bottom course. 34 6. Firmly embed the subdrain pipe in the filter material. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 334600-5 SUBDRAINAGE Page 5 of 6 1 7. Install cleanouts at the upstream end of the line,at approximately 200-foot spacing, 2 at bends and other locations shown on the Drawings, and in accordance with City 3 Standard Details. 4 8. Place plugs recommended by the pipe manufacturer in the upper ends of all pipe. 5 D. Filter Material 6 1. Place filter material at least 10 inches above the top of the pipe or as shown on the 7 Drawings. 8 2. Do not allow filter material to displace the pipe. 9 3. After placing pipe and filter material, lap filter fabric over the top of the filter 10 material according to the manufacturer's recommendation or as shown on the 11 Drawings. 12 E. Connection to Existing Structures 13 1. Storm Drain Structures 14 a. Core hole in drainage structures such as inlets,manholes and junction boxes 15 and connect downstream end of subdrain pipe. 16 b. Seal connection with non-shrink grout. 17 2. Drainage Channels 18 a. Where the subdrain discharges into a drainage channel,center the pipe outlet in _ 19 a 2-foot by 2-foot concrete riprap pad. 20 b. Place the riprap to match the contour and grade of the embankment slope. 21 c. Cut the pipe to the slope of the riprap. 22 3. Retaining Walls 23 a. Where the subdrain discharges through the face of a retaining wall,cut pipe to 24 be flush with the face of wall. 25 F. Backfill 26 1. Place backfill over the pipe in accordance with City Standard Details and Section 27 33 05 10 or as shown on the Drawings 28 3.5 RESTORATION 29 A. Surface Restoration 30 1. In unpaved areas,restore surface in accordance with Section 32 91 19 and Section 31 32 92 13,as appropriate. CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 334600-6 SUBDRAINAGE Page 6 of 6 1 3.6 RE-INSTALLATION [NOT USED] 2 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3 3.8 SYSTEM STARTUP [NOT USED] 4 3.9 ADJUSTING [NOT USED] 5 3.10 CLEANING [NOT USED] 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] 10 END OF SECTION 11 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.B—Bid Item name updated to match Bid List 2.2.B—Updated reference for Filter Material .. 12 -- CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 Revised December 20,2012 9999.0001-1 CONSTRUCTION ALLOWANCES Page 1 of 1 1 SECTION 9999.0001 2 CONSTRUCTION ALLOWANCES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Sanitary Sewer Improvements Construction Allowance, Water Improvements 7 Construction Allowance, Drainage Construction Allowance, and Paving 8 Construction Allowance. The Construction Allowances shall be available to the 9 City to direct the Contractor to perform additional work items relevant to the 10 successful completion of the project, but which are not identified on the plans or 11 covered in the specifications due to unforeseen circumstances. 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Measurement 15 a. Measurement for additional work covered by the respective Construction 16 Allowances shall be negotiated between the City and the Contractor per each 17 item, or group of items if multiple related items are encountered. 18 2. Payment 19 a. The work performed and materials furnished in accordance with this Item shall 20 be paid for as measured per negotiated item or group of items, at unit price(s) 21 negotiated between the City and the Contractor. 22 b. The price shall include: 23 1) All necessary materials and work to accomplish the additional work item's 24 objective 25 2) Clean-up 26 3) Restoration. 27 28 END OF SECTION CITY OF FORT WORTH Kimbo Road CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 September 2017 9999.0002-1 MISCELLANEOUS UTILITY RELOCATIONS/ADJUSTMENTS Page 1 of 1 1 SECTION 9999.0002 2 MISCELLANEOUS UTIILTY RELOCATIONS/ADJUSTMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 Miscellaneous utility adjustments include lawn sprinkler systems, subsurface drains and 7 other private service lines and appurtenances that are the property owner's responsibility 8 to maintain. Modifications to these miscellaneous utilities will likely be required on this 9 project. Exact locations and work required will not be determined until work begins on 10 the project. The Contractor shall obtain a reputable licensed irrigator to repair or replace 11 sprinkler systems with materials equal to or better than the existing system,as determined 12 by the City/Engineer. 13 14 Should the Contractor damage service lines due to his negligence,where such lines 15 would not have required adjustment or repair otherwise,the lines shall be repaired and 16 adjusted by the Contractor at the Contractor's expense 17 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Measurement for this item shall be made on the basis of each occurrence as 21 determined necessary and pre-approved by the City/Engineer. and payment to the 22 Contractor shall be the actual irrigator's bid for the adjustments plus ten percent 23 (10%),to be paid from the allowances given in the contract documents; such price 24 shall include all materials, labor,equipment,tools,and incidentals required to 25 adjust,repair,or replace miscellaneous utilities, complete in place. PM 26 END OF SECTION CITY OF FORT WORTH Kimbo Road CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 September 2017 9999.0003-1 NON-STANDARD SEWER BY OTOC Page 1 of 1 I SECTION 9999.0003 2 NON-STANDARD WATER AND SANITARY SEWER PIPE BY OTHER-THAN-OPEN-CUT 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Non-standard(9999.0000)water and sanitary sewer pipe items are intended to 7 allow the Contractor some flexibility in pipe material, except where pipe material is 8 specified on the plans, and some choice in other-than-open-cut construction 9 methods to construct pipe to specified pipe size, lines, and grades,without damage 10 to the pipe, its function,or its longevity,at the least cost to the City. 11 B. Related Specification Sections include,but are not necessarily limited to: 12 1. 33 11 10—Ductile Iron Pipe 13 2. 33 3120—Polyvinyl Chloride (PVC)Gravity Sanitary Sewer Pipe 14 3. 33 05 21 Tunnel Liner Plate 15 4. 33 05 22—Steel Casing Pipe 16 5. 33 05 24—Installation of Carrier Pipe in Casing or Tunnel Liner Plate 17 6. 33 05 20—Auger Boring(MODIFIED) �- 18 7. 33 05 23—Hand Tunneling 19 ' PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Measurement for non-standard(9999.0xxx)pipe items shall be per linear foot of 23 pipe installed, measured according to the respective specifications governing the 24 pipe type installed. 25 2. Payment 26 a. The work performed and materials furnished in accordance with this Item and 27 conforming to all respective governing specifications for the pipe type installed 28 and method of installation,measured as provided under"Measurement'will be 29 paid at the unit price bid. 30 3. The price bid shall include: 31 a. All requirements of the respective governing specifications for the pipe type 32 installed and method of installation. 33 END OF SECTION t CITY OF FORT WORTH Kimbo Road CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02661 September 2017 FORTWORTH PROJECT MANUAL APPENDICES FOR THE CONSTRUCTION OF ROADWAY, DRAINAGE, WATER & SANITARY SEWER IMPROVEMENTS FOR KIMBO ROAD FROM N. SYLVANIA AVENUE TO MESQUITE ROAD City Project No.02661 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions (Geotechnical Report) GC-4.04 Underground Facilities (SUE) GC-4.06 Hazardous Environmental Condition at Site: NONE GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates - Highway, followed by Heavy(incl water and sewer lines) GC-6.09 Permits and Utilities: TXDOT PENDING GC-6.24 Nondiscrimination: NONE GR-01 60 00 Product Requirements Prepared for The City of Fort Worth Transportation and Public Works Department November 2017 BAIRD, HAMPTON &BROWN, INC. ENGINEERING&SURVEYING 3801 William D. Tate Blvd. Ste. 500 Grapevine,Texas 76051 #300 L£SZ-71 919bZ-X 'ON 311nOS3V4 01 VINVAIAS 'N NOW—NoiionKSN0032J aVOa 09W1>1 e 3i v rcW$ z �` 06 'e zW N Z N�a NNQ U ZZ U W ° D M~ -Ln o Z iaz° oz Ca a 00 Z U r ° � xz PW 0 0 w V° m0 �¢ a. W m W O d Q J W i N ° C0 0 0 �Z - L`Q 0m im U) Z m 0 3 444 Ino �5.. 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Geotechnical,Environmental,Materials Testing I l GEOTECHNICAL INVESTIGATION FOR PROPOSED STREET RECONSTRUCTION AT KIMBO ROAD BETWEEN N. SYLVANIA AVE.TO MESQUITE ROAD FORT WORTH, TARRANT COUNTY, TEXAS PROJECT NUMBER: 15216 REPORTED TO: Konstantine Bakintas, PE Baird, Hampton, & Brown, Inc. 4550 SH 360, Suite 180 Grapevine, Texas 76051 �s MARCH 2016 PREPARED BY: GLOBE ENGINEERS, INC. 17819 Davenport Rd.,Suite 240,Dallas,Texas 75252. Office:972-713-3030• Fax:972-713-3029 7524 Sand Street,Fort Worth,TX 76116. Office:817-284-5151• Fax:817-284-5154 GLOBE Engineers, Inc. Project No. 15216 March 15, 2016 Konstantine Bakintas, PE Baird, Hampton, & Brown, Inc. 4550 SH 360, Suite 180 Grapevine, TX 76051 Geotechnical Investigation Proposed Street Reconstruction Kimbo Road PM Between N. Sylvania Ave. to Mesquite Road Fort Worth, Tarrant County, Texas Gentlemen: This report presents the results of the Geotechnical Investigation performed at the site of the above referenced project located in Fort Worth, Tarrant County, Texas. Our engineering analyses as well as the results of our field and laboratory investigations are included in this study. We appreciate the opportunity to be of assistance on this project. Please feel free to contact us if you have any questions or if we can be of further service. Sincerely, Globe Engineers, Inc. ** Registration No F4042 8 PSE OF•TF ®� F* 5'�•••••... 0- FAY SAREMI ®e % 61151do Q® s�lCENS�&*,*dr r+ `®;ONAVE Fay Saremi, PE,PMP Principal/ Senior Geotechnical Engineer Project No. 15216 -Page 2- r GLOBE Engineers, Inc. Table of Content 1.0 EXECUTIVE SUMMARY...................................................................................................................................5 2.0 AUTHORIZATION..............................................................................................................................................7 3.0 INTRODUCTION.................................................................................................................................................7 3.1 PROJECT DESCRIPTION........................................................................................................................................7 3.2 SITE DESCRIPTION...............................................................................................................................................7 3.3 SCOPE OF WORK..................................................................................................................................................7 3.4 REPORT FORMAT.................................................................................................................................................7 i+re 3.5 SUBSURFACE EXPLORATION................................................................................................................................8 4.0 SUBSURFACE INVESTIGATION.....................................................................................................................8 5.0 LABORATORY INVESTIGATIONS.................................................................................................................8 6.0 SUBSURFACE CONDITIONS..........................................................................................................................10 6.1 STRATIGRAPHY.................................................................................................................................................10 6.2 SUBSURFACE WATER CONDITIONS....................................................................................................................12 6.3 CONSTRUCTION VARIATIONS............................................................................................................................13 5 7.0 ANALYSIS AND RECOMMENDATIONS....................................................... 13 ............................................... 7.1 POTENTIAL VERTICAL MOVEMENTS.................................................................................................................13 8.0 PAVEMENT RECOMMENDATIONS............................................................................................................15 8.1 GENERAL...........................................................................................................................................................15 8.2 SUBGRADE PREPARATION.................................................................................................................................15 8.3 RECLAIMED ASPHALT PAVEMENT(RAP)..........................................................................................................16 8.4 SUBGRADE PREPARATION CONSIDERATION......................................................................................................16 8.5 PAVEMENT SECTIONS........................................................................................................................................17 8.0 GROUNDWATER CONTROL.........................................................................................................................21 9.0 AVERAGE ANNUAL PRECIPITATION........................................................................................................21 10.0 FOUNDATION SETTLEMENT...................................................................................................................21 11.0 EARTHWORK...............................................................................................................................................22 11.1 CITY OF FORT WORTH REQUIRED SPECIFICATION........................................................................................22 11.2 UTumms......................................................................................................................................................22 11.3 EROSION AND SEDIMENT CONTROL..............................................................................................................22 12.0 RECOMMENDED SPECIFICATIONS FOR CONTROLLED EARTHWORK PLACEMENT.........23 13.0 STREET RECONSTRUCTION MAINTENANCE RECOMMENDATIONS........................................25 14.0 LIMITATIONS...............................................................................................................................................27 Project No. 15216 -Page 3- w GLOBE Engineers, Inc. LIST OF FIGURES AND APPENDICES FIGURES Figure 1 Site Location Map Figure 2 Boring Location Map APPENDIX A • Boring Logs • Free Swell Test Results • Key to Soil Classifications and Symbols • Soluble Sulfate Determination • Pavement Computer Modeling • Fort Worth Average Annual Precipitation �* • Roadbound EN1 Specification .. Project No.15216 -Page 4- 4 � GLOBE Engineers, Inc. 1.0 EXECUTIVE SUMMARY Globe Engineers, Inc. has completed a Geotechnical Exploration at Kimbo Road between N. Sylvania Ave.to Mesquite Road, in the City of Fort Worth, Tarrant County, Texas. The results from this Exploration are briefly summarized in the following table. The text of the report should be reviewed for a discussion of these items. TYPICAL GENERAL SUBSURFACE CONDITIONS ENCOUNTERED DEPTH 0' to 10' Asphalt, Silty/Sandy Clay, and Clay with medium to high swell potential. Rock Partially Weathered Rock (PWR) or Limestone was observed at one of the boring during drilling. Groundwater Groundwater was encountered at one of boring location at the time of drilling. ANTICIPATED FUTURE CUT AND/OR FILL Per Site At the time of our exploration, the subject site is relatively flat, however, some Observations cut or fill is anticipated to bring the site to final grade. GEOTECHNICAL CONCERNS Existing Fill Existing fill was observed at boring locations during drilling. Potential The Potential Vertical Movements (PVM) and associated effective Plasticity Vertical Index is on the order of approximately 2.5-3.0 inches. This value is highly Movements dependent on the moisture conditions of the soil and time of the year that the test is taken. Groundwater Groundwater should not be encountered in the excavation required for Street Reconstruction. RECOMMENDATIONS Option 1 Asphaltic Pavement: 4 inch HMA over 7" of full depth reclamation of existing asphalt and existing base treated with Chemical Stabilizer Roadbond ENI and Street 2% cement. Reconstruction Option 2 Concrete Pavement: 7 inch concrete pavement over 6" reclaimed existing asphalt stabilized with Chemical Stabilizer Roadbond EN1 and cement. i Street Reconstruction WF Y Project No.15216 -Page 5- J Pr GLOBE Engineers, Inc. The purpose of this geotechnical exploration is to evaluate some of the physical and engineering properties of subsurface materials at the subject site with respect to formulation of appropriate PM geotechnical design parameters. MW Recommendations provided in this report have been developed from information obtained in test borings representing subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations. The scope of work is not intended to fully define the MM variability of subsurface materials that may be present on the site. The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on-site observations and tests. P, Project No. 15216 —Page 6-- "" w, GLOBE Engineers ....,. 2.0 AUTHORIZATION This investigation has been authorized by Baird, Hampton, & Brown, Inc. on October 22, 2015 and performed in accordance with Globe Engineers, Inc. proposal number 15216P dated May 15, 2015. .� 3.0 INTRODUCTION 3.1 Prosect Description The proposed roadway is a two-lane collector road with low-to-moderate-capacity road which serves to move traffic from local streets to arterial roads. Collector roads are designed to provide access to residential properties. The proposed project consists of reconstruction of Kimbo Road from N. Sylvania Ave. for approximately 4,500 LF east, to Mesquite Road in the City of Fort Worth, Tarrant County, Texas. 3.2 Site Description The Project Site is an existing 2-lane collector with asphalt pavement. The existing pavement will be removed and new pavement will be constructed. Kimbo Road is surrounded by residential structures, vacant lands, school building, and numerous commercial structures and retail businesses. 3.3 Scope of Work The principal purposes of this investigation were to: 1) Develop subsurface soil and rock stratigraphy at the boring locations; 2) Provide recommendations for pavement design parameters; 3) Provide site preparation recommendations. 3.4 Report Format The first section of this report will describe the field and laboratory phases of the study. The remaining sections present our recommendations to guide design and preparation of plans and specifications. Boring logs and laboratory test results are presented in the Appendix A section of this report. Project No.15216 -Page 7 GLOBE Engineers, Inc. 3.5 Subsurface Exploration The subsurface exploration at the site was accomplished by means of nine (9) undisturbed sample core borings drilled to depths of ten (10) feet below existing ground surface on Friday, November 6, 2015. Approximate locations of each test boring are shown on the attached Boring Location Plan in Figure 2. 4.0 SUBSURFACE INVESTIGATION The subsurface investigation consisted of drilling three-inch nominal diameter core borings. Undisturbed samples of the cohesive soils were obtained from the borings by means of thin-wall, PW seamless steel Shelby tube samplers, in accordance with the ASTM D-1587 method. The shear strength of the cohesive soil samples was estimated by hand penetrometer in the field. All undisturbed samples were extracted mechanically from the core barrels in the field, classified, wrapped in aluminum foil, and sealed in airtight plastic bags to prevent moisture loss and disturbance. The samples were transported to our laboratory for testing and further study. 5.0 LABORATORY INVESTIGATIONS All samples from borings were examined and classified in the laboratory by a soil engineer, according to procedures outlined in ASTM D-2488. Laboratory tests were performed on selected soil samples in order to evaluate the engineering properties of the soil in accordance with the indicated standard procedures: LABORATORY TESTS STANDARD TESTS Atterberg Limits (L.L., P. L., P.I.) ASTM D-4318 Soil Moisture Content ASTM D-2216 _ Unconfined Compressive Strength ASTM D-2166 Soils Classification ASTM D-2487 f Percent Passing #200 Sieve ASTM D-1140 Free Swell Test ASTM-4546 a Potential Vertical Rise (PVR) Tex-124E Project No.15216 -Page 8- GLOBE Engineers, Inc. Classification Tests: Classification of soils was verified by natural moisture content, atterberg ,R limits and #200 Sieve tests were performed on appropriate cohesive and non-cohesive samples. These tests were performed in accordance with American Society for Testing and Materials _ (ASTM) procedures. The results of these tests are presented at the respective sample depths on the boring logs. Strength Tests: Unconfined compression tests were performed on selected samples of cohesive soils. Water content and dry unit weight of the foundation soils were determined as routine parts of the unconfined compression tests. Free Swell Tests: Free Swell combined with Potential Vertical Rise was performed on selected soil samples. In the Free Swell Test, a sample is placed in a consolidometer and subjected to the estimated overburden pressure. The sample is then inundated with water and allowed to swell. Moisture content is determined both before and after completion of the test. Test results are recorded as the percent swell, with initial and final moisture content. The free swell test results are shown in Appendix A. Lime Series Determination: Eades-Grimm pH test method to Reduce Plasticity Index of Soils test was performed using Advanced PH Meter equipment according to ASTM C-977 on the samples collected from the roadway. w P1 W Project No. 15216 -Page 9- GLOBE Engineers, Inc. 6.0 SUBSURFACE CONDITIONS 6.1 Stratigraphy Specific types and depths of subsurface strata encountered on the site are shown on the attached boring logs in Appendix A. Review of the boring logs indicates that generalized stratography is approximately as follows: Boring B-1 (SEC of Sylvania & Kimbo) Stratum No. Avg. Depth (Feet) Description of Strata I 0.0-8.0 Asphalt Pavement overlay Mixed Clay FILL �- (2 ft) Overlay Dark Brown to Light Grayish Calcareous CLAY(CH) r II 8.0-10.0 Gray SILTY CLAY with Ferrous and Calcareous Nodules and Gas Odor(CL) PM Boring B-2 (2663 Kimbo Rd) — Stratum No. Avg. Depth (Feet) Description of Strata 1 0.0- 10.0 Asphalt Pavement overlay Mixed Clay Fill (2 ft) Overlay Brown and Gray CLAY with Calcareous Nodules (CH) Boring B-3 (2724 Kimbo Rd) Stratum No. Avg. Depth (Feet) Description of Strata I 0.0-8.0 Asphalt Pavement overlay Mixed Clay FILL (2 ft) Overlay Dark to Light Grayish Calcareous CLAY (CH) II 8.0-10.0 Dark to Light Grayish Brown SILTY CLAY with Calcareous Nodules (CL) PE Project No.15216 -Page 10- ' GLOBE Engineers, Inc. 4 Boring B-4 (2701 Kimbo Rd) Stratum No. Avg. Depth (Feet) Description of Strata I 0.0- 10.0 Asphalt Pavement overlay Dark to Light Brown Stiff CLAY with Ferrous and Calcareous Nodules (CH) Boring B-5 (2920 Kimbo Rd) Stratum No. Avg. Depth (Feet) Description of Strata 1 0.0-2.0 Asphalt Pavement overlay Dark to Medium Brown SILTY CLAY (CL) II 2.0-8.0 Medium to Light Brown CLAY to Brown CLAY with Ferrous and Calcareous Nodules (CH) III 8.0- 10.0 Tan LIMESTONE with Clay Deposits Boring B-6 (3032 Kimbo Rd) Stratum No. Avg. Depth (Feet) Description of Strata I 0.0-4.0 Asphalt Pavement overlay Dark to Medium Brown SILTY CLAY with Calcareous Nodules (CL) 11 4.0- 10.0 Light Brown CLAY with Calcareous Nodules (CH) Boring B-7 (3325 Kimbo Roy Stratum No. Avg. Depth (Feet) Description of Strata I 0.0-2.0 Asphalt Pavement overlay Dark Brown SANDY CLAY(CL) II 2.0- 10.0 Brown to Light Brown CLAY with Calcareous Nodules (CH) Project No.15216 -Page 11 GLOBE Engineers, Inc. Boring B-8 (3501 Kimbo Rd) Stratum No. Avg. Depth (Feet) Description of Strata 1 0.0-2.0 Asphalt Pavement overlay Dark to Light Brown CLAY with Ferrous (CH) II 2.0- 10.0 Orange to Light Brown SILTY CLAY (CL) Boring B-9 (3700 Kimbo Rd) - Stratum No. Avg. Depth (Feet) Description of Strata 1 0.0-2.0 Asphalt Pavement overlay Dark Brown CLAY with Grass (CH) II 2.0-6.0 Light Brown SANDY CLAY with Limestone Seams (CL) III 6.0- 10.0 Light Brown CLAY (CH) i The near surface soils are Asphalt Pavement, Sandy/Silty Clay (CL), and Clay (CH) type soils when classified by the unified soils classification system. This type soil normally exhibits medium to high swell potential during seasonal moisture variations. 6.2 Subsurface Water Conditions All the borings were advanced using dry auger drilling methods in order to observe groundwater seepage levels. At the time of this investigation, water seepage was encountered as presented below: Boring Depth of Water Level Depth of Water Level at Depth of Water Level No. During Drilling Completion at End of Day 131 DRY DRY DRY B2 DRY DRY DRY B3 4.0' 8' 6" 8' 6" B4 DRY DRY DRY B5 DRY DRY DRY Project No. 15216 -Page 12- i GLOBE Engineers, Inc. ,., Boring Depth of Water Level Depth of Water Level at Depth of Water Level No. During Drilling Completion at End of Day B6 DRY DRY DRY B7 DRY DRY DRY B8 DRY DRY DRY 69 DRY DRY DRY 6.3 Construction Variations The information contained in this report summarizes conditions found on the date that the borings Pq I were drilled. The depth to the static water table may be expected to vary with the environmental variations, such as frequency and magnitude of precipitation and the time of year that construction begins. 7.0 ANALYSIS AND RECOMMENDATIONS 7.1 Potential Vertical Movements Potential Vertical Rise (PVR) calculations were performed using the Texas Department of i Transportation (TxDOT) Method 124-E in conjunction with the result of Free Swell tests and engineering judgment and experience. The Potential Vertical Movements and associated effective Plasticity Index is on the order of 2.5-3.0 inches. Considerably more movement will occur in areas where positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface migration from off-site locations. 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. Results of Free Swell Tests can be found in the Appendix A section of this report. Project No.15216 -Page 13- GLOBE Engineers, Inc. 7.2 Sulfate/Chloride Induced Heaving As part of our study, a near surface soil sample was collected from Boring B-1 to B-9. Nine (9) selected samples of soil were tested for sulfates. The measured sulfate contents analyzed by Oxidor Analytical ranged from 0.0 to 780.0 ppm. 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. Per City of Fort Worth Standards, soluble sulfate levels in the order of 3,000 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 were less than 780 ppm. Since the samples tested were below 3,000 ppm, a single treatment process is recommended. The single treatment is described in section 7.3.3. In addition, it is recommended that during the curing period of lime 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. In addition to sulfate content, tests were performed for chloride content. The test results are presented in Appendix A and in the following table. There are no measured chloride contents analyzed by Oxidor Analytical, Inc. Test results are presented in the following table: Subgrade Depth (ft) Material Type Chloride Sulfate Sample (mg/Kg) (mg/Kg) B-1 0-2 Mixed Clay Fill(CH) ND 780.0 B-2 0-2 Mixed Clay Fill (CH) ND 67.5 B-3 0-2 Mixed Clay Fill(CH) ND 30.5 B-4 0-2 Dark Brown Clay(CH) ND ND B-5 0-2 Dark Brown Silty Clay(CL) ND ND P. B-6 0-2 Dark Brown Silty Clay(CL) ND ND B-7 0-2 Dark Brown Sandy Clay(CL) ND 24.0 B-8 0-2 DARK Brown Clay(CH) ND ND B-9 0-2 DARK Brown Clay(CH) ND 28.5 # Based on ACI 318, table 4.3.1, the Sulfate/chloride exposure to lime and concrete from the site soils is negligible. Project No. 15216 -Page 14- GLOBE Engineers, Inc. 8.0 Pavement Recommendations i 8.1 General The performance of the pavement for this project depends upon several factors including: a) The characteristics of the supporting soil, b) The magnitude and frequency of wheel load applications, c) The quality of construction materials, d) The contractor's placement and workmanship abilities, and e) 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 stabilized subgrade underlying the pavement, it is recommended that the stabilized subgrade extend a minimum of 12 inches beyond the riding surface on each side of the proposed pavement. Maintenance should be provided when edge support deteriorates. 8.2 Subgrade Preparation Existing Asphalt Pavement overlay clay soils encountered near the existing ground surface will probably constitute the subgrade. Therefore, it is recommended these materials be improved prior to construction of pavement. The higher plasticity clays are subject to loss in support value with the moisture increases which occur beneath pavement sections. Stabilization of subgrade soil is recommended to improve their characteristics to support area paving. Project No.15216 -Page 15- GLOBE Engineers, Inc. 8.3 Reclaimed Asphalt Pavement (RAP) The existing road includes asphaltic pavement. Reclaimed asphalt pavement (RAP) is the term given to removed and/or reprocessed pavement materials containing asphalt and aggregates. These materials are generated when asphalt pavements are removed for reconstruction, resurfacing, or to obtain access to buried utilities. When properly crushed and screened, RAP consists of high-quality, well-graded aggregates coated by asphalt cement. Asphalt pavement is generally removed either by milling or full-depth removal. Milling entails removal of the pavement surface using a milling machine, which can remove up to 50 mm (2 in) thickness in a single pass. Full-depth removal involves ripping and breaking the pavement using a rhino horn on a bulldozer and/or pneumatic pavement breakers. In most instances, the broken material is picked up and loaded into haul trucks by a front-end loader and transported to a central facility for processing. At this facility, the RAP is processed using a series of operations, including crushing, screening, conveying, and stacking. Although the majority of old asphalt pavements are recycled at central processing plants, existing asphalt pavements may be pulverized in place and incorporated into granular or stabilized base courses using a self-propelled pulverizing machine. Hot in-place and cold in- place recycling processes have evolved into continuous train operations that include partial depth removal of the pavement surface, mixing the reclaimed material with beneficiating additives (such as Roadbond EN1), and placing and compacting the resultant mix in a single pass. 8.4 Subgrade Preparation Consideration It is recommended that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing movements and cracking along the curb line due to seasonal moisture variation 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 existing pavement and 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 loss of subgrade soils. Project No. 15216 -Page 16- GLOBE Engineers, Inc. Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. All pavement construction should be performed in accordance with the procedures provided in Section 7.3.7. 8.5 Pavement Sections -+ In order to determine detail pavement design, the computer program WinPAS for Thickness Design of Highway and Street Pavements was utilized. Detail Traffic Analysis for Highway Design including specific wheel loading and traffic volume characteristics has not been provided. = Based on the results of the field and laboratory investigation, soil plasticity properties, and requirements of the City of Fort Pavement Design manual, 2012 Edition, the following parameters were utilized for computer modeling: Street Classification 2-Lane Collector Pavement Type Reinforced Concrete Subgrade Soil Type Clay, Dark Brown to Brown w Unified Soil Classification CH (Raw Subgrade) Subgrade Stabilization Stabilized Subgrade Subgrade Thickness 6 inches minimum (RAP) Annual Growth Rate 1.5 % ,. Design Life 20 years Annual ESALS 150,000 Design ESALS 2,000,000 ■ Reliability 90% Initial Serviceability 4.5 Terminal Serviceability 2.25 Overall Deviation 0.35 Load Transfer 3.0 Drainage Coefficient (Cd) 1.0 Project No. 15216 -Page 17- GLOBE Engineers, Inc. Design CBR(Raw Subgrade) 6 Design CBR(Chemical Stabilized Subgrade) 20 Effective Modulus of Subgrade Reaction, k 150 pci (Composite) Loss of Support 0.0 Depth to Rigid Foundation (Rock) >10 feet M Concrete Modulus of Elasticity 4,000,000 psi Concrete Modulus of Rupture 620 psi Design Software WinPAS - 8.5.1 Asphaltic Concrete Pavement The following Asphaltic pavement section is provided for a Collector classification per City of Fort Worth Pavement Design Manual, 2012 Edition. Detailed pavement design calculations and assumptions are presented in Appendix A. The following pavement section is suitable for the previously mentioned assumptions. Asphaltic Concrete 4 inches ITEM 341, HOT-MIX COLD-LAID ASPHALT 1.5 inches CONCRETE-Type F ITEM 341, DENSE-GRADED HOT-MIX ASPHALT 2.5 Inches -Type C Full Depth reclamation of Existing Asphalt (RAP), 6 inches Treated with Roadbond EN1. Full depth reclamation consists of in-place milling of existing asphalt and granular base, treating it with Roadbond EN1/Cement and re-compacting it. Make sure the reclamation does not go deeper than existing pavement structure. Project No.15216 -Page 18- GLOBE Engineers, Inc. 8.5.2 Concrete Pavement The following rigid pavement section is provided for a Collector classification per City of Fort f Worth Pavement Design Manual, 2012 Edition. Detailed pavement design calculations and assumptions are presented in Appendix A. 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 recommendation. IP Pavement Thickness Summary Pavement Section Street Growth Design Thickness Material Classification Factor ESAL (in) 7 Portland Cement Concrete Chemical Stabilized Collector 2.5% 2,000,000 6 Reclaimed Asphalt Seven (7) inch reinforced concrete pavement over 6" Reclaimed Asphalt Pavement (RAP) stabilized with Roadbond EN1 and cement can be considered for pavement section. Detailed treatment and application recommendations as well as warranty information should be obtained from the manufacturer. Project No.15216 -Page 19- i GLOBE Engineers, Inc. 8.6 Pavement Material Requirements Material and process specifications are required to be in accordance with the City of Fort Worth Pavement Design Manual, 2012 Edition. These specifications generally include the following references to TxDOT Standard Specifications for Construction of Highways, Streets, and Bridges. Reinforced Portland Cement Concrete: Reinforced Portland Cement concrete should consist of Portland cement concrete having a 28-day compressive strength of at least 3,600 psi (Machine-Laid- Class P) Per City of Fort Worth Standards. The mix should be designed in accordance with Item 360, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges using 3 to 6 percent air entrainment. The pavement should be adequately reinforced with #4 @18" EW steel and all �. pavement joints should be placed and constructed in accordance with the City of Fort Worth Pavement Design Manual, 2012 Edition, Section 4. Chemical Stabilized Subgrade (Roadbond EN1): Detailed treatment and application recommendations as well as warranty information should be obtained from the manufacturer. 8 7 General Pavement Consideration .. The design of the pavement drainage and grading should consider the potential ground movement due to future soil swelling of up to 2.5-3.0 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 PM after construction AM 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. Sealing of construction joints is essential to long-term performance of concrete pavement. Joints should be sealed with sealant designed especially for pavements subject to truck and car traffic to protect subgrade. The joints should be sealed as soon as possible (in accordance with sealant manufacturer's instructions) to minimize infiltration of water into the soil. Project No. 15216 -Page 20- GLOBE Engineers, Inc. Related civil design factors such as subgrade drainage, shoulder support, cross-sectional configurations, surface elevations, reinforcing steel, joint design and environmental factors will significantly affect the service life and must be included in the scope of this study. Normal periodic maintenance will be required for all pavements to achieve the design life of the pavement system. In order to remedy construction problems, which may develop if attempts are made to work the surface materials following prolonged periods of rainfall which are common to this area, it is recommended that prior to starting any work at the site that proper construction drainage is to be provided to maintain a relatively dry construction site. Positive drainage should be maintained at all times to prevent saturation of exposed soils in case of sudden rains. Rolling the surface of disturbed soils will also improve runoff and reduce the fill soil moisture and construction delays. Site grading operations, where required, should be performed in accordance with the section 12 of this report. 8.0 GROUNDWATER CONTROL During drilling activities, ground water was encountered. Therefore, water seepage may be anticipated during foundation excavations. However, if any water seepage is encountered during construction, pumping from foundation excavations with pumps or other conventional de-watering equipment should be sufficient. 9,0 AVERAGE ANNUAL PRECIPITATION - Average annual precipitation is presented in Appendix section of this report. 10.0 FOUNDATION SETTLEMENT A detailed settlement analysis was not within the scope of this study. It is anticipated that the w footings designed, using the recommended allowable bearing pressures, will experience small settlements that will be well within the tolerable limit for the proposed structure. Project No.15216 -Page 21 - � fi GLOBE Engineers, Inc. 11.0 EARTHWORK 11.1 City of Fort Worth Required Specification The City of Fort Worth Pavement Design Manual, 2012 Edition, 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 civil _ engineer may refer to this specification directly in the contact documents. 11.2 Utilities Unusual problems with caving soils or collapsing materials were not noted at the boring locations. 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 Manual, 2012 Edition. Trench excavation should be sloped or braced in the interest of safety. Attention is drawn to OSHA Safety and Health Standards (29CFR 1926/1910). 11.3 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. Project No. 15216 _Page 22- GLOBE Engineers, Inc. 12.0 RECOMMENDED SPECIFICATIONS FOR CONTROLLED EARTHWORK PLACEMENT 12.1 Site Preparation: Preparation of the site for construction should include removing and disposing all vegetation and foreign materials such as concrete, asphalt, timber, logs, trees, grass, roots, etc. 12.2 Clearing Area to be Filled. In areas where fills are desired, the stripped surface shall be scarified to a depth of at least 6 inches for uniform compaction. All trees, stumps, brush, _ roots, vegetation, rubbish, and any other undesirable matter should be properly removed and disposed of. The scarified surface shall be free from large lumps and uneven surfaces. 12.3 Compactinq Area to be Filled: After clearing and scarifying the area to be filled, the subgrade soils shall be compacted mechanically to at least 95 percent of standard Proctor maximum dry density (ASTM D-698) and at a moisture content within optimum '- and five (5) percent above the optimum moisture for clayey soils or within -3 to +3 percentage points of the material's optimum moisture for sands and clayey sand. 12.4 Fill Material.• Materials to be used for fill should be approved by the geotechnical engineer. On-site soil and/or rock can be used as random fill, provided that such material is free .. from vegetation and other deleterious substances. No fill material shall contain rocks or 5 lumps having a diameter larger than 6 inches. 12.5 Depth and Mixing of Fill Layers: The fill materials shall be placed in level, uniform layers. I Each layer shall be thoroughly blade mixed during spreading to insure uniform compaction. These materials shall be placed in eight (8) inch loose lifts with compacted thickness not to exceed 6 inches per lift. The compacted field density and in-situ moisture content shall conform to that specified for random fill. 12.6 Rock: There shall be no rock incorporated within the fill that exceed six (6) inches in its greatest dimension, and no large rocks will be permitted within twelve (12) inches of the finished subgrade. 12.7 Compaction of Fill Layer. Compaction equipment shall be capable of compacting all fill soils to the specified density. Compaction of all fill shall be accomplished with the material at the specified moisture content. Each fill layer shall be compacted uniformly with sufficient effort to achieve the specified minimum degree of compaction. Project No.15216 -Page 23- GLOBE Engineers, Inc. 12.8 Amount of Compaction:After each fill layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted to the specified density. All slight-to-moderately expansive materials (soils with a plasticity index, PI, below 25 and limestone) shall be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D- 698). Expansive soils (soils with plasticity index equal to or greater than 25) shall be compacted to at least 95, but not exceeding 100 percent of Standard Proctor . 12.9 Moisture Content. All fill material shall be compacted at the appropriate moisture content as defined for the particular soil or rock type. The compacted moisture content of all soils .. shall be within the range of optimum to five (5) percentage points above for clayey material's and within plus or minus three (3) percent of optimum for sands and clayey sands materials as defined by ASTM D-698. The compacted moisture content of limestone or other rock-like materials is not considered crucial, provided that the proper degree of compaction is attained. 12.10 Field Density: Field density tests of fill and/or backfill shall be controlled by an Engineering Testing Laboratory. Density tests shall be taken in the compacted material below the disturbed surface. When these tests indicate that the density of any layer of fill is below the required density, the particular soil or rock layer shall be reworked until the proper density and/or moisture content is achieved. Field density tests shall be performed at a i rate of at least 1 test per lift per each 500 cubic yards of material placed. 12.11 Slope Control. Embankment slopes should not exceed a ratio of three (3) horizontal to one (1) vertical for either fill or cut slopes. In areas where cut or fill slopes exceed 3 feet in depth/height, a detailed slope stability analysis is recommended. For slopes less than or equal to 3 ft in height, a slope ratio of three (horizontal) to one (vertical) shall not be exceeded. Any slope, existing or proposed, exceeding three (3) feet in height should incorporate stabilization methods to include erosion control embankment stabilization p and other slope control measures as required by slope control specialist. 12.12 Supervision: Supervision by the Geotechnical Engineer shall be of such continuity during the grading operations that he/she can adequately describe the work done and evaluate that work in comparison with the specifications. Actual supervision shall be by the Contractor's Supervisor. 12.13 Reports: The Geotechnical Engineer shall send one copy of each test, inspection, or evaluation report to the Owner, Engineer, and Contractor. A Project No. 15216 -Page 24- GLOBE Engineers, Inc. 13.0 STREET RECONSTRUCTION MAINTENANCE RECOMMENDATIONS We believe the heave and distress observed in the most pavements structures are caused by the wetting of the underlying expansive subgrade. Infiltration of moisture, through cracks in the pavement, irrigation and surface runoff from landscaping and thermal condensation can cause distress in the Street Reconstruction. The following recommendations can be helpful in maintaining a sound Street Reconstruction: 1) PATCH AND REPAIR- Pavement repairs are to be made as rapidly as is consistent with high quality workmanship and materials. Remove and replace badly damaged or deteriorated sections of concrete pavement. Use of fast setting concrete and similar i techniques is encouraged insofar as possible without sacrifice of the quality of the repair. For sections of the street that severe damage is present, we recommend removing and replacing that section of street. 2) CRACK SEALING- Crack Sealing is a localized treatment method used to prevent water and debris from entering a crack thus preventing premature pavement failures, deterioration and potholes. Existing cracks need to be sealed as soon as they are formed to prevent moisture intrusion into the pavement. Crack "sealing" is the placement of a rubberized sealant in the crack that will provide a protective coating and seal out water. 3) SUBSURFACE DRAINAGE- Excess water ponding on or beside street may cause an I unacceptable heave to the Street Reconstruction. To reduce this potential heave, good surface drainage should be established to minimize saturation of soil adjacent to the Street Reconstruction. Water is a fundamental factor in most problems associated with pavement performance and is responsible directly or indirectly for many of the distresses found in pavement systems. One of the most prevalent sources of pavement distress is the loss of support to the Street Reconstruction caused by removal of underlying fine- grained material by pumping. The infiltration of water through the pavement causes saturation of the base and subbase. When traffic loads are applied, pumping occurs unless these pavement systems are very porous and able to quickly remove the water from the system. Repeated cycles lead to loss of support for the Street Reconstruction with deflection and cracking. Drainage systems consist of two major classifications: surface or subsurface. When both types are required for efficient maintenance and protection of the pavement, it is generally a good practice for each system to function ' Project No.15216 -Page 25- GLOBE Engineers, Inc. independently. Subsurface drainage is provided to: intercept, collect, and remove any ground water from the subgrade or base. In order to remove surface infiltration water from .F beneath roadway pavement, installation of edge drain is recommended. We recommend a sound drainage system to be installed to move the water away from the street pavement area. 4) ROOT BARRIER- We recommend installing root barriers approximately 4-6 feet deep to limit the spread of a tree's root. In clay soil, root barriers are used to prevent soil shrinkage near pavement foundations when roots take too much moisture from the soil. Soil shrinkage causes settling and can damage foundations. Root barriers are also used to prevent tree roots from damaging street Street Reconstructions. 5) All work must be done in accordance with the safety requirements of the State and OSHA. i w w w w Project No. 15216 Page 26- w GLOBE Engineers, Inc. 14.0 LIMITATIONS The conclusions and recommendations given in this report are based on the analysis of the data collected for this project. Additive conclusions or recommendations made from this data by others are their responsibility. Our study is based on the data obtained from soil borings made at the locations shown on boring plan. The nature and extent of variations between borings may become evident during .. construction. We should be requested to observe exposed conditions. After making these observations, and noting the engineering significance of variations, we will advise you of any changes in recommendations believed appropriate. To the fullest extent permitted by law, and not withstanding any other provision of this Agreement, the total liability, in the aggregate, of the Consultant and the Consultant's officers, directors, partners, employees and sub consultants, and any of them, to the Client and anyone claiming by w or through the Client, for any and all claims, losses, costs or damages, including attorneys' fees and costs and expert-witness fees and costs of any nature whatsoever or claims expenses resulting from or in any way related to the Project or the Agreement from any cause or causes shall not exceed the total compensation received by the Consultant under this Agreement. It is intended that this limitation apply to any and all liability or cause of action however alleged or arising, unless otherwise prohibited by law. This investigation was conducted in accordance with generally accepted engineering practice. No warranty, expressed or implied, is intended. Boring and laboratory data presented were developed solely for the preparation of this report. We are not responsible for interpretation or use of this data for purposes beyond the stated scope of this report. Project No. 15216 -Page 27- GLOBE Engineers, Inc. NORTH i F y ar 4 i SITE TITLE: LOCATION: PROJECT NO: SITE LOCATION MAP Kimbo Road, Fort Worth, TX 15216 PREPARED BY: FS REVISIONS: SCALE: NTS DATE: 11/6/15 CLIENT: Baird, Hampton, & Brown, Inc. FIGURE-1 Project No. 15216 -Page 28- { GLOBE Engineers, Inc. 2NORTH *pow 1 vo. .-M.h doe �r i R TITLE: LOCATION: PROJECT NO: BORING LOCATIONS- B1 Kimbo Road, Fort Worth, TX 15216 PREPARED BY: FS I REVISIONS: SCALE: NTS DATE: 11/6/15 I ` CLIENT: Baird, Hampton, &Brown, Inc. FIGURE-2 Project No. 15216 -Page 29- s FR GLOBE Engineers, Inc. APPI. DIX A. Boring Logs Free Swell Test Results Key to Soil Classifications and Symbols Soluble Sulfate Determination Pavement Computer Modeling w Fort Worth Average Annual Precipitation Roadbond EN 1 Specifications w r • I Project No.15216 -Page 30- — Globe Engineers, Inc. Geotechnical, Environmental, Materials Testing LOG OF BORING Project: Proposed Street Reconstruction Kimbo Road -- Fort Worth,Tarrant County,TX Project No: 15216 Boring Number: B-1 Date of Boring: 11/6/2015 Location: See Boring Plan Authorization: 15216P Dry Auger: 0 to 10 Feet SHEAR STRENGTH O o O ~ U w ZIr u_ a ~ z N w a Lu rn W w STRATUM DESCRIPTION o a W � z _ U- w a a w v U z f z W 0 it WW-W > a ° a rx c7 3 5 o owzo 'F-' a a a a a a z a a D c> co CLAY,Fill,Mixed 18 109 53 20 33 1 76 2.3 0.7 CLAY,Dark to Light Grayish,Calcareous 1.0 5 26 101 58 21 37 76 1.3 0.8 vti 1.5 SILTY CLAY,Gray,Ferrous,Calcareous 10 Nodules,Gas Odor Ct 17 110 48 20 28 61 2.0 2.0 Bottom at 10 feet 1) Water seepage was not encountered during drilling. 2) Borehole was dry at completion and at End of Day. I I 17819 Davenport Rd.,Suite 240,Dallas,TX 75252/Phone: (972)713-3030/Fax:(972)713-3029 7524 Sand Street,Fort Worth,TX 76118/Office:817-284-5151/Fax:817-284-5154 Globe Engineers, Inc. Geotechnical, Environmental, Materials Testing LOG OF BORING Project: Proposed Street Reconstruction Kimbo Road Fort Worth,Tarrant County,TX Project No: 15216 Boring Number: B-2 Date of Boring: 11/6/2015 Location: See Boring Plan Authorization: 15216P Dry Auger: 0 to 10 Feet SHEAR STRENGTH 0 LL l7 W Z O ui _ O F- d F- Z CO W W �o w w STRATUM DESCRIPTION o F W o 'Z' F J Z lL W an d N w p O F F W g Y W p Cr z Lu w Q o a a g 5 -� N 0 Lu 0 P - O 0 Zi a 0- 0 d Z 4 d co CLAY,Fill, Mixed CLAY,Brown and Gray,Calcareous 16 106 58 21 37 75 2.3 1.6 5 20 103 60 22 38 1 73 1.3 1.5 10 4. r {� Bottom at 10 feet I� 1) Water seepage was not encountered during drilling. 2) Borehole was dry at completion and at End of Day. 17819 Davenport Rd.,Suite 240,Dallas,TX 75252/Phone: (972)713-3030/Fax:(972)713-3029 7524 Sand Street,Fort Worth,TX 76118/Office:817-284-5151/Fax:817-284-5154 Globe Engineers, Inc. Geotechnical, Environmental, Materials Testing LOG OF BORING Project: Proposed Street Reconstruction Kimbo Road Fort Worth,Tarrant County,TX Project No: 15216 Boring Number: B-3 Date of Boring: 11/6/2015 Location: See Boring Plan Authorization: 15216P Dry Auger: 0 to 10 Feet SHEAR STRENGTH LL F F U W z U.1 m z a LL LL z z ¢ > w ❑ > W a STRATUM DESCRIPTION u 55 2 zi W z Z u = O W h p O H F W c W H LL W z a z IL a ° o g g z N vzco ❑ Q ❑ .� a. a o- a. z a d v0 H 7"Asphalt pavement Overlay, CLAY,Fill,Mixed 21 102 56 21 35 73 1.0 0.6 0.8 5 CLAY,Dark to Light Grayish Brown, Calcareous 26 91 66 23 43 78 0.8 0.6 1.3 SILTY CLAY,Dark to Light Grayish Brown, 10 Calcareous 17 111 41 20 21 61 2.3 1.0 Bottom at 10 feet 1) Water seepage was encountered at 4'during drilling. 2) Water Level was at 8'6"at completion and at End of Day. I i 17819 Davenport Rd.,Suite 240,Dallas,TX 75252/Phone: (972)713-3030/Fax:(972)713-3029 7524 Sand Street,Fort Worth,TX 76118/Otfice:817-284-51511 Fax:817-284-5154 Globe Engineers, Inc. Geotechnical, Environmental, Materials Testing LOG OF BORING Project: Proposed Street Reconstruction Kimbo Road Fort Worth,Tarrant County,TX Project No: 15216 - Boring Number: B-4 Date of Boring: 11/6/2015 Location: See Boring Plan Authorization: 15216P Dry Auger: 0 to 10 Feet SHEAR STRENGTH LL (7 g a z U) W W ❑ > w w STRATUM DESCRIPTION p w z s =U. o W a. o o W S W Z a z a m ¢ ❑ a. Q. a uJ Lu s z Oa a.a D 0 (n CLAY,Dark to Light Brown, With Ferrous and Calcareous Nodules 0.8 23 98 56 21 1 35 1 95 2.3 0.8 5 2.3 14 113 54 21 33 66 2.3 3.6 10 :J 2.3 Bottom at 10 feet 1) Water seepage was not encountered during drilling. 2) Borehole was dry at completion and at End of Day. 17819 Davenport Rd.,Suite 240,Dallas,TX 75252/Phone: (972)713-30301 Fax:(972)713-3029 7524 Sand Street,FortWorth,TX 76118/Office:817-284-5151/Fax:817-284-5154 _ Globe Engineers, Inc. Geotechnical, Environmental, Materials Testing LOG OF BORING Project: Proposed Street Reconstruction Kimbo Road Fort Worth,Tarrant County,TX Project No: 15216 Boring Number: B-5 Date of Boring: 11/6/2015 Location: See Boring Plan Authorization: 15216P Dry Auger:. 0 to 10 Feet SHEAR STRENGTH e O Z U w F a F Z Q > w ❑ > t W W STRATUM DESCRIPTION o � F U o i L LL w a. U Z v U z 0 � w � = O p p N � $ W H Z a Z H 21 w ¢ -J a a g g W O O 04 Lu 0 Lu w z 0 P ❑ Co ❑ Zi I (L (L a a Z a a ❑ SILTY CLAY,Dark to Medium Brown CL 22 45 20 25 72 1.1 CLAY,Medium to Light Brown, with Ferrous and Calcareous Nodules 1.3 5 19 1051 55 1 21 34 71 2.3 1.2 CH 2.3 LIMESTONE,Tan,with Clay Deposits 10 2.3 Bottom at 10 feet 1) Water seepage was not encountered during drilling. 2) Borehole was dry at completion and at End of Day. 17819 Davenport Rd.,Suite 240,Dallas,TX 75252/Phone: (972)713-3030/Fax:(972)713-3029 7524 Sand Street,Fort Worth,TX 76118/Office:817-284-5151/Fax:817-284-5154 Globe Engineers, Inc. Geotechnical, Environmental, Materials Testing LOG OF BORING Project: Proposed Street Reconstruction Kimbo Road Fort Worth,Tarrant County,TX Project No: 15216 Boring Number: B-6 Date of Boring: 11/6/2015 Location: See Boring Plan Authorization: 15216P Dry Auger: 0 to 10 Feet SHEAR STRENGTH LL O W d O U) W O > LL ~ Z Q j W t✓ Lu w STRATUM DESCRIPTION o V5 2 F � o z LL - w o U Z U U Z o H Lu z L ~ an d O 5 (0 u) a U Z a U 7 � W a -' a o a a. a a a. Z a d D 0 co - SILTY CLAY,Dark to Medium Brown, With Calcareous Nodules 0.5 CL 20 97 47 20 27 69 0.8 0.8 5 CLAY,Light Brown,With Calcareous Nodules 2.3 14 114 58 21 37 73 2.3 4.6 10 2.3 Bottom at 10 feet 1) Water seepage was not encountered during drilling. 2) Borehole was dry at completion and at End of Day. - 17819 Davenport Rd.,Suite 240,Dallas,TX 75252/Phone: (972)713-3030/Fax:(972)713-3029 7524 Sand Street,Fort Worth,TX 76118/Office:817-284-5151/Fax:817-284-5154 Globe Engineers, Inc. Geotechnical, Environmental, Materials Testing LOG OF BORING Project: Proposed Street Reconstruction Kimbo Road Fort Worth,Tarrant County,TX Project No: 15216 Boring Number: B-7 Date of Boring: 11/6/2015 Location: See Boring Plan Authorization: 15216P Dry Auger: 0 to 10 Feet + SHEAR STRENGTH LL OO Z a a y W C0 F LL F Z CO W 0 t w w STRATUM DESCRIPTION o U. �n(L Z -J o LU Z W F = JO 3 o o P v $ W Lu Z a z F LLui W Q -J a a 5 g w o o W U) Z o 0 a -J (L n. LL a Z (. a t 7.5'Asphalt Pavement Overlay, SANDY CLAY, Dark Brown 24 1 95 33 18 15 66 0.5 0.4 CLAY,Brown to Light Brown, with Calcareous Nodules 1.5 5 19 107 54 21 33 63 2.3 1.1 -with Limestone Seams 2.3 10 Cli 17 109 59 22 37 77 2.3 2.4 Bottom at 10 feet 1) Water seepage was not encountered during drilling. 2) Borehole was dry at completion and at End of Day. 17819 Davenport Rd.,Suite 240,Dallas,TX 75252/Phone: (972)713-3030/Fax:(972)713-3029 7524 Sand Street,Fort Worth,TX 76118/Office:817-284-5151/Fax 817-284-5154 Globe Engineers, Inc. Geotechnical, Environmental, Materials Testing LOG OF BORING Project: Proposed Street Reconstruction Kimbo Road Fort Worth,Tarrant County,TX Project No: 15216 Boring Number: B-8 Date of Boring: 11/6/2015 Location: See Boring Plan Authorization: 15216P Dry Auger: 0 to 10 Feet SHEAR STRENGTH ~ F U X Z Lu 0 Lu a i Cn w W w rain o > Lu w STRATUM DESCRIPTION p ~ a w W w _ J FZ to H 3 O J y w F F w g w Z Z o cn a a a Lu Q a a g 5 w o o w N Z o F 0 0 � a a s (- Z (L Q. 0 m CLAY, Dark to Light Brown, With Ferrous 0.3 CH t 25 92 55 21 34 61 1.3 0.6 5 SILTY CLAY,Orange to Light Brown 2.3 13 40 19 21 39 2.3 10 2.3 Bottom at 10 feet 1) Water seepage was not encountered during drilling. 2) Borehole was dry at completion and at End of Day. 17819 Davenport Rd.,Suite 240,Dallas,TX 75252/Phone: (972)713-3030/Fax:(972)713-3029 7524 Sand Street,Fort Worth,TX 76118/Office:817-284-5151/Fax:817-284-5154 Globe Engineers, Inc. Geotechnical, Environmental, Materials Testing LOG OF BORING Project: Proposed Street Reconstruction Kimbo Road Fort Worth,Tarrant County,TX Project No: 15216 Boring Number: B-9 Date of Boring: 11/6/2015 Location: See Boring Plan Authorization: 15216P Dry Auger: 0 to 10 Feet SHEAR STRENGTH LL uJ a ui co Z a W Lu W ❑ w w STRATUM DESCRIPTION o co 2 5 F o ZW CO = O U. y Of uJ ❑ H H W o w Z a Z a p > > x - U Z 0 2 it W } uai m Q o -J a a_ a s Z Oa a D 0 Co CLAY, Dark Brown with Grass c r i 26 95 51 20 31 65 1.0 0.6 SANDY CLAY,Light Brown,With Limestone Seams 2.3 5 i;Z 8 34 18 16 67 2.3 CLAY, Light Brown 2.3 10 =ii 22 101 67 23 44 99 2.3 1.7 Bottom at 10 feet 1) Water seepage was not encountered during drilling. 2) Borehole was dry at completion and at End of Day. 17819 Davenport Rd.,Suite 240,Dallas,TX 75252/Phone: (972)713-3030/Fax:(972)713-3029 7524 Sand Street,Fort Worth,TX 76118/Office:817-284-5151/Fax:817-284-5154 Globe Engineers, Inc. Geotechnical, Environmental, Materials Testing RESULTS OF FREE SWELL TESTS Existing Pavement Reconstruction Kimbo Road- Betwwen N Sylvania & Mesquite Dr. Fort Worth, TX Report No. 15216 Boring Number B-1 B-3 B-4 B-6 B-7 Depth ft8- 10 4-6 6-8 2-4 0-2 Initial Moisture Content % 17 26 14 20 24 Final Moisture Content % 19 28 19 20 24 Surcharge Pressure sf) 1125 625 875 375 125 Percent Free Swell % 0.3 0.6 1.4 0.0 0.0 Liquid Limit 48 66 54 47 33 Plastic Limit 20 23 21 20 18 Plasticity Index 28 43 33 27 15 17819 Davenport Rd.,Suite 240,Dallas,TX 75252/Office: (972)713-3030/Fax:(972)713-3029 7524 Sand Street,Fort Worth,TX 76118/Office:817-284-5151/Fax:817-284-5154 n'll-41011GLOBE Engineers, Inc. KEY TO SOIL SYMBOLS AND CLASSIFICATION SOIL& ROOK SYMBOLS RELATIVE DENSITY OF COHESIONI_ESS SOILS fbbws 11 (CHL Hoff PS ONCU CLAY VERY L003E 0 To ji LOOSE 5 TO 10 ® 1CL L Lor P CLAY MEDIUM TO 30 DENISE 31 TO 50 ® I3CA►CLAYEY MAND VERY DENSE SER 50 El (BPI momb Graaw SLAM • MINI,we Cwomd&AND SHEAR STRENGTH OF COHESIVE SOILS tcst3 all� iamr B&TY 3MID %ERY 8CWT LEM TKMt 035 SOFT 0.35 TO 0.50 ® OWLJL SILT FfW 0.50 TD 1 A0 ® BT►F= 1.00 TO 2A0 (w).Em"m SILT VERY BTIP= 2.00 TO 4.00 m HARD OVER 4A0 n1 LMAE3TONE SKALE)MARL RELATNE DEGREE OF PLASTICITY LE1 LOW F-1MED TO 15 � MEDiU1A 1fi TO 25 FN®H 26 TO 35 �1-12 16Pj�Poar4 Graded GRAVS. VERY NIGH OVER 35 (GYllri Y th Waded GRAVEL y ISM CLAYEY GRAVEL RELATIVE PROPORTIONS f%) I�ld MWI,SILTY GRKvEL r�E I ro 1a (OL.I,utGANIC SILT LITTLE 11 TO 20 (=;q$ SCAM 21 TO 35 +�.yrOHk ORGANIC CLAY AND 3E TO 50 E FO.L SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION(DIAMETER) ■ Sll a 'WBE WOOD eW=dMWe eouDER3 so OR%. R{ER: "awwNri ' C069LB.z 3Jr'TOAZ ® BPLIT SPOON{=OQ emc= There COARSE GRAVEL a7V TO 3!! II���111 mooed oiwrlhe7 F94M GRAVEL 5A mm TO 3lt Ao.*ER BAMPLE CCNJRSE SAM 20 mm TO 5.0 mm MEDIUM SANE 104 mm TO 5A mm TEXAS CONE FENETRATIOhI F146 3+ND On7 mm TO OA mm 91LT 0 W2 mm TO 13117 mm Y RO{AC CORE{�ro eaoept rA+eye CLAY LE83 T'FNN a002 mm .ra�ea 011rvrne' Order ID:15110253 OXIDOR Laboratories Date:11/13/2015 Page 1 of 9 Friday, November 13, 2015 Globe Engineers Fay Saremi 17819 Davenport Rd.,#240 Dallas, TX 75252 Tel: (972)713-3030 Fax: (972)713-3029 Re: Project Name: Kimbo Rd Project Location: Fort Worth,TX Oxidor received 9 solid sample(s). The analysis performed were as follows: Sample Sample ID Matrix Collected Analysis 15110253-001 B1(0-2) Solid 11/9/201510:00 Chloride,Solid,Sulfate,Solid 15110253-002 B2(0-2) Solid 11/9/201510:00 Chloride,Solid,Sulfate,Solid 15110253-003 B3(0-2) Solid 11/9/201510:00 Chloride,Solid,Sulfate,Solid 15110253-004 64(0-2) Solid 11/9/201510:00 Chloride,Solid,Sulfate,Solid 15110253-005 B5(0-2) Solid 11/9/201510:00 Chloride,Solid,Sulfate,Solid 15110253-006 B6(0-2) Solid 11/9/201510:00 Chloride,Solid,Sulfate,Solid r 15110253-007 B7(0-2) Solid 11/9/201510:00 Chloride,Solid,Sulfate,Solid 15110253-008 B8(0-2) Solid 11/9/201510:00 Chloride,Solid,Sulfate,Solid 15110253-009 B9(0-2) Solid 11/9/2015 10:00 Chloride,Solid,Sulfate,Solid To the best of my knowledge, all problems/anomalies,observed by the laboratory as having the potential to affect the quality of the data,have been identified via associated flags and/or in the case narrative. The analyses and data met requirements of NELAC except where noted. All non-NELAC methods are identified accordingly and all estimated uncertainties of test results are within method or EPA specifications. Respectfully submitted, Charles Brungardt President Oxidor Laboratories, LLC• 1825 E. Plano Parkway#160• Piano,TX 75074•Tel: (972)424-6422• NELAC#T104704227 Order ID:15110253 OXIDOR Laboratories y Date:11/13/2015 Page 2 of 9 Globe Engineers Fay Saremi Analytical Report Project Name: Kimbo Rd Customer Sample ID: 131 (0-2) Oxidor Sample ID: 15110253-001 Matrix: Solid Sample Received: 11/10/2015 Sample Collected: 11/9/2015 10:00 Parameter MQL SQL Result Units Date Analyzed Method Analyst Flags General Chemistry Chloride 10 50.0 ND mg/Kg 11/11/1518:43 9056 W.S. W-1,13-1 Sulfate 1 5.0 780 mg/Kg 11/11/1518:43 9056 W.S. W-1,13-1 Customer Sample ID: B2 (0-2) Oxidor Sample ID: 15110253-002 Matrix: Solid Sample Received: 11/10/2015 Sample Collected: 11/9/2015 10:00 Parameter MQL SQL Result Units Date Analyzed Method Analyst Flags General Chemistry Chloride 10 50.0 ND mg/Kg 11/11/1518:59 9056 W.S. W-1,13-1 Sulfate 1 5.0 67.5 mg/Kg 11/11/1518:59 9056 W.S. W-1,13-1 Customer Sample ID: B3 (0-2) Oxidor Sample ID: 15110253-003 Matrix: Solid Sample Received: 11/10/2015 Sample Collected: 11/9/201510:00 Parameter MQL SQL Result Units Date Analyzed Method Analyst Flags General Chemistry Chloride 10 50.0 ND mg/Kg 11/11/15 20:31 9056 W.S. W-1,13-1 Sulfate 1 5.0 30.5 mg/Kg 11/11/1520:31 9056 W.S. W-1,13-1 Customer Sample ID: B4 (0-2) Oxidor Sample ID: 15110253-004 Matrix: Solid Sample Received: 11/10/2015 Sample Collected: 11/9/201510:00 Parameter MQL SQL Result Units Date Analyzed Method Analyst Flags General Chemistry Chloride 10 50.0 ND mg/Kg 11/11/15 20:46 9056 W.S. W-1,13-1 Sulfate 1 5.0 ND mg/Kg 11/11/1520:46 9056 W.S. W-1,13-1 Customer Sample ID: B5 (0-2) Oxidor Sample ID: 15110253-005 Matrix: Solid Sample Received: 11/10/2015 Sample Collected: 11/9/201510:00 Parameter MQL SQL Result Units Date Analyzed Method Analyst Flags General Chemistry Chloride 10 50.0 ND mg/Kg 11/11/1521:02 9056 W.S. W-1,13-1 Sulfate 1 5.0 ND mg/Kg 11/11/1521:02 9056 W.S. W-1,13-1 Oxidor Laboratories, LLC• 1825 E. Plano Parkway#160• Plano,TX 75074•Tel: (972)424-6422•NELAC#T104704227 Order ID:15110253 OXIDOR Laboratories Date:11/13/2015 " BonnAW " Tw Page 3 of 9 Globe Engineers Fay Saremi Analytical Report Project Name: Kimbo Rd Customer Sample ID: B6 (0-2) Oxidor Sample ID: 15110253-006 Matrix: Solid Sample Received: 11/10/2015 Sample Collected: 11/9/201510:00 Parameter MOL SQL Result Units Date Analyzed Method Analyst Flags General Chemistry Chloride 10 50.0 ND mg/Kg 11/11/1521:17 9056 W.S. W-1,D-1 Sulfate 1 5.0 ND mg/Kg 11/11/1521:17 9056 W.S. W-1,D-1 4 Customer Sample ID: B7 (0-2) Oxidor Sample ID: 15110253-007 Matrix: Solid Sample Received: 11/10/2015 Sample Collected: 11/9/2015 10:00 T Parameter MQL SOL Result Units Date Analyzed Method Analyst Flags General Chemistry Chloride 10 50.0 ND mg/Kg 11/11/1521:32 9056 W.S. W-1,D-1 Sulfate 1 5.0 24.0 mg/Kg 11/11/1521:32 9056 W.S. W-1,D-1 Customer Sample ID: B8 (0-2) _ Oxidor Sample ID: 15110253-008 Matrix: Solid Sample Received: 11/10/2015 Sample Collected: 11/9/2015 10:00 Parameter MOL SOL Result Units Date Analyzed Method Analyst Flags - General Chemistry Chloride 10 50.0 ND mg/Kg 11/11/1521:48 9056 W.S. W-1,D-1 Sulfate 1 5.0 ND mg/Kg 11/11/15 21:48 9056 W.S. W-1,D-1 _ Customer Sample ID: B9 (0-2) Oxidor Sample ID: 15110253-009 Matrix: Solid Sample Received: 11/10/2015 Sample Collected: 11/9/2015 10:00 - Parameter MOL SOL Result Units Date Analyzed Method Analyst Flags General Chemistry Chloride 10 50.0 ND mg/Kg 11/11/1522:03 9056 W.S. W-1,D-1 Sulfate 1 5.0 28.5 mg/Kg 11/11/15 22:03 9056 W.S. W-1,D-1 Oxidor Laboratories, LLC• 1825 E. Plano Parkway#160• Plano,TX 75074•Tel: (972)424-6422- NELAC#T104704227 Order ID:15110253 OXIDOR Laboratories Date:11/13/2015 Page 4 of 9 Globe Engineers Fay Saremi Sample Cross Reference Project Name: Kimbo Rd Customer ID: Lab ID: Test Method QCBatchlD: 131 (0-2) 15110253-001 Sulfate,Solid 9056 IC-01716_S Chloride,Solid 9056 IC 01716 S B2(0-2) 15110253-002 Chloride,Solid 9056 IC-01716_S Sulfate,Solid 9056 IC 01716 S B3(0-2) 15110253-003 Chloride,Solid 9056 IC-01716_S Sulfate,Solid 9056 IC_01716_S B4(0-2) 15110253-004 Sulfate,Solid 9056 IC_01716_S Chloride,Solid 9056 IC 01716 S B5(0-2) 15110253-005 Sulfate,Solid 9056 IC-01716_S Chloride,Solid 9056 IC 01716S - B6(0-2) 15110253-006 Chloride,Solid 9056 IC_01716_S Sulfate,Solid 9056 IC_01716_S B7(0-2) 15110253-007 Chloride,Solid 9056 IC-01716_S Sulfate,Solid 9056 IC_01716_S B8(0-2) 15110253-008 Chloride,Solid 9056 IC-01716_S Sulfate,Solid 9056 IC_01716_S B9(0-2) 15110253-009 Sulfate,Solid 9056 IC_01716_S Chloride,Solid 9056 IC_01716_S i Oxidor Laboratories, LLC• 1825 E. Plano Parkway#160• Plano,TX 75074•Tel: (972)424-6422• NELAC#T104704227 Order ID:15110253 OXIDOR Laboratories Date:11/13/2015 Page 5 of 9 Globe Engineers Fay Saremi QC Summary Project Name: Kimbo Rd Reference Rec RPD QC Type Parameter Result Value Spike Conc Rec Limits RPD Limits Flags QCBatchlD IC 01716 S Blank Chloride ND mg/Kg Sulfate ND mg/Kg LCS Chloride 3.0 mg/L 3 mg/L 100% 90-110% Sulfate 14.7 mg/L 15 mg/L 98% 90-110% LCSD Chloride 3.0 mg/L 3 mg/L 102% 90-110% 1.7% 0-20% - Sulfate 14.1 mg/L 15 mg/L 94% 90-110% 4.0% 0-20% MS Chloride 3.0 mg/Kg 0.42 mg/Kg 3 mg/Kg 86% 80-120% Sulfate 15.3 mg/Kg 1.01 mg/Kg 15 mg/Kg 95% 80-120% _ MSD Chloride 3.0 mg/Kg 0.42 mg/Kg 3 mg/Kg 86% 80-120% 0.0% 0-20% Sulfate 15.3 mg/Kg 1.01 mg/Kg 15 mg/Kg 95% 80-120% 0.0% 0-20% Oxidor Laboratories, LLC• 1825 E. Plano Parkway#160•Plano,TX 75074•Tel: (972)424-6422• NELAC#T104704227 T Order ID:15110253 MAC OXIDOR Laboratories Date:11/13/2015 Page 6 of 9 Globe Engineers Fay Saremi Case Narrative Project Name: Kimbo Rd D-1 Elevated reporting limit(s)due to dilution. Dilution resulted from sample matrix interference,high target analyte(s),high non- target analyte(s)or a combination thereof. W-1 Result reported on wet weight basis. ppm Parts per million=mg/Kg or mg/L ppb Parts per billion=ug/Kg or ug/L MQL Method quantitation limit a SDL Sample detection limit(reflects any laboratory adjustments made to the sample during analysis such as dry weight or dilutions) SQL Sample quantitation limit(reflects any laboratory adjustments made to the sample during analysis such as dry weight or dilution ND Analyte not detected at or above SQL LCS/LCSD Laboratory control spike/Laboratory control spike duplicate MS/MSD Matrix spike/Matrix spike duplicate RPD Relative percent difference Sub Analysis performed by subcontract laboratory Refer to QC section and/or Case Narrative Solid samples submitted to the laboratory for analysis by SW-846 Method 8260 should be collected by SW-846 Method 5035. Those samples In which concentrations are less than or equal to 200 ug/kg should be collected in accordance with SW-846 Method 5035,Section 6.2.1. For samples with higher concentrations(>200 ug/kg),collect samples by SW-846 Method 5035,Section 6.2.2 or 6.2.3. Sample results may not accurately reflect volatile concentrations if collection is not performed according to the referenced methodologies. Solid samples submitted to the laboratory for analysis by TNRCC Method 1005 should be collected in accordance to the methodology. Those samples in which concentrations of C6 to C12 are known to be absent,or fall under the Petroleum Storage Tank(PST)rule,may be collected in bulk sample jars In accordance with TNRCC Method 1005,Revision 3 clarifications. For samples with concentrations of C6 to C12,or where knowledge of the site does not exist,collect samples by TNRCC Method 1005,Section 6.1. Sample results may not accurately reflect TPH concentrations if collection is not performed according to the referenced methodologies. Solid sample results reported on a dry weight basis for all applicable analysis,unless otherwise noted.Dry weight calculations based upon%solids obtained as outlined in EPA method 5035 section 7.5. This report is intended only for the use of Globe Engineers and may contain information that is privileged and confidential.It may not be reproduced in full(or in part)without the expressed written permission of Globe Engineers and Oxidor Laboratories,LLC. Oxidor Laboratories,LLC certifies to the best of its knowledge that all results contained In this report are consistent with the National Environmental Laboratory Accreditation Program,except where otherwise rated. R all Oxidor Laboratories, LLC• 1825 E. Plano Parkway#160• Plano,TX 75074•Tel: (972)424-6422• NELAC#T104704227 Order ID:15110253 OXIDOR Laboratories Date:11/13/2015 Page 7 of 9 Globe Engineers Fay Saremi Sample Preservation Verification Project Name: Kimbo Rd Receipt temp: 20.4°C Ambient Receipt method: Client Custody seal intact: Not Present All samples/labels received intact: Yes Customer Sample ID: B1 (0-2) Collected By: Oxidor Sample ID: 15110253-001 Collector Affiliation: Collected: 11/09/1510:00 Matrix: Solid Indicated Bottle Type Count Collection Method Parts/Interval Preservation pH Plastic Bag 1 Not Specified Temp - Customer Sample ID: B2(0-2) Collected By: Oxidor Sample ID: 15110253-002 Collector Affiliation: Collected: 11/09/1510:00 Matrix: Solid Indicated Bottle Type Count Collection Method Parts/Interval Preservation pH Plastic Bag 1 Not Specified Temp - Customer Sample ID: B3(0-2) Collected By: Oxidor Sample ID: 15110253-003 Collector Affiliation: Collected: 11/09/1510:00 Matrix: Solid Indicated Bottle Type Count Collection Method Parts/Interval Preservation pH Plastic Bag 1 Not Specified Temp - Customer Sample ID: B4(0-2) Collected By: Oxidor Sample ID: 15110253-004 Collector Affiliation: Collected: 11/09/1510:00 Matrix: Solid Indicated Bottle Type Count Collection Method Parts/Interval Preservation pH Plastic Bag 1 Not Specified Temp - Customer Sample ID: B5(0-2) Collected By: Oxidor Sample ID: 15110253-005 Collector Affiliation: Collected: 11/09/1510:00 Matrix: Solid Indicated Bottle Type Count Collection Method Parts/Interval Preservation pH Plastic Bag 1 Not Specified Temp - w Oxidor Laboratories, LLC• 1825 E. Plano Parkway#160-Plano,TX 75074•Tel: (972)424-6422-NELAC#T104704227 Order ID:15110253 11116M— OXIDOR Laboratories Date:11/13/2015 illp Page 8 of 9 Globe Engineers Fay Saremi Sample Preservation Verification Project Name: Kimbo Rd Customer Sample ID: B6(0-2) Collected By: Oxidor Sample ID: 15110253-006 Collector Affiliation: Collected: 11/09/1510:00 Matrix: Solid Indicated Bottle Type Count Collection Method Parts/Interval Preservation pH Plastic Bag 1 Not Specified Temp - - Customer Sample ID: B7(0-2) Collected By: Oxidor Sample ID: 15110253-007 Collector Affiliation: Collected: 11/09/1510:00 Matrix: Solid Indicated Bottle Type Count Collection Method Parts/Interval Preservation pH Plastic Bag 1 Not Specified Temp - - Customer Sample ID: B8(0-2) Collected By: Oxidor Sample ID: 15110253-008 Collector Affiliation: Collected: 11/09/1510:00 Matrix: Solid Indicated Bottle Type Count Collection Method Parts/Interval Preservation pH Plastic Bag 1 Not Specified Temp - ' Customer Sample ID: B9(0-2) Collected By: Oxidor Sample ID: 15110253-009 Collector Affiliation: Collected: 11/09/1510:00 Matrix: Solid Indicated Bottle Type Count Collection Method Parts/Interval Preservation pH Plastic Bag 1 Not Specified Temp - Sample conditions at time of receipt at laboratory verified in part or in whole by: H.Y. i A Oxidor Laboratories, LLC- 1825 E. Plano Parkway#160• Plano,TX 75074•Tel: (972)424-6422- NELAC#T104704227 T Order ID:15110253 ti OXIDOR Laboratories _ Date:11/13/2015 Page 9 of 9 Documentation PROJECT DESCRIPTION: Kimbo Rd ONIFIJfi Chain of Custody Record - Page—of G 2 Sand Report To Project!Rapon Into fon Company Name f Circle Requested Tum h,e ILeaa Man 2 Days must be vanrrad vrdh iab) (Q 6e G h G#/n�� S 7 10 Days 7 Days RUSH 3.4 Days 2 Dave ASAP Address _I Protect Name l'1 fSl ti 1�Gt✓p-vi port K.',•,6 o Rd City ZIP lomiect Location T y � 7525 2 t-iort wp/Y-!•• � ,` Cmtact Nam a Pro)Erct a PON -5�4e4�»? Gnac Emaa Fr9� Sampler Name Sarrlpkr ConhgerN fs9,.�„,�� �loberiitgin�.ersroe - Pitons m Sampi.SignaWre CkIiii--fl -3 0v q7 --713- 02- Sent!hvaiea TO if D4f«ent from above Mat-",dns Special Instructions Company Name l _fuel S.Sard W Vv." A-Air _ Accra" ---- PresevaUm Cfdas 1-None 4•HrA Chty Slate $ 2 HNO, 5-NaOH Ptoses coMhrtn condbonal requests pnor to addiacnal ansly6is 3 MSD, 6.lee Requested Analysis C«:tad Name 7-OMSr Container Codas j Phone Fax P-Plastic G-Glass e O.Odher a. at O dleD Sample Info S 0 Customer Sample ID g s 's Date Tone a 3Ut v o off ' 61 to-r-) It-5 faA s i _dot 2 d7- _F") I33 Co- ) - - _ooy 4 134 ('0 �oov` -00< 6 4 to -OJg .9 17 Q (0-7-) - 10 it 13 - - .. 14 RemgaRhed by AWAabon Dsb Time Rxewwdtry Arfiiwbdn Date Time R34ndu15r'id DY —Aaaa11�T Oar Tlmf R.—br AfG n ta4 Tlnw x _ x Relnqu f,.do, Afllkw n brae 11rr Recur j Oar rim x x Submittal01 sarnphea signifies accept—of OxIDOR's standard Terms and Conditions OK HJ V Y # WZ a-Rev.4.d 0MOR Camd accept vMbd changes to Ies dccu Plsaaa faa«MIIaY rnilbn rtgdMueons Tamp al Reds;9 ,70 Oxidor Laboratories, LLC e 1825 E. Plano Parkway#160- Plano,TX 75074-Tel: (972)424-6422-NELAC#T104704227 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Flexible Design Inputs Project Name: Kimbo Road Route: Location: BETWEEN N.SYLVANIAAVE.TO MESQUITE ROAD Owner/Agency: City of Fort Worth Design Engineer: Flexible Pavement Design/Evaluation Structural Number 4.00 Subgrade Resilient Modulus 6,337.20 psi i Total Flexible ESALs 2,000,000 Initial Serviceabllity 4.20 Reliability 90.00 percent Terminal Serviceability 2.25 Overall Standard Deviation 0.45 Layer Pavement Design/Evaluation Layer Layer Drainage Layer Layer Material Coefficient Coefficient Thickness SN Asphalt Cement Concrete 0.50 1.00 3.00 1.50 Cement/Fly Ash Agg.Base 0.50 1.00 5.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 E SN 4.00 Monday,March 14,2016 4:49:43PM Engineerfay Saremi,PE WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Kimbo Road Route: Location: BETWEEN N.SYLVANIAAVE.TO MESQUITE ROAD Owner/Agency: City of Fort Worth Design Engineer: Rigid Pavement Design/Evaluation Concrete Thickness 6.93 inches Load Transfer Coefficient 3.00 Total Rigid ESALs 2,000,000 Modulus of Subgrade Reaction 420 psUln. Reliability 90.00 percent Drainage Coefficient 1.00 Overall Standard Deviation 0.39 Initial Serviceability 4.50 Flexural Strength 620 psi Terminal Serviceability 2.25 Modulus of Elasticity 4,000,000 psi Modulus of Subgrade Reaction(k-value)Determination Resilient Modulus of the Subgrade 0.0 Unadjusted Modulus of Subgrade Reaction 1 Depth to Rigid Foundation 0.00 Loss of Support Value(0,1,2,3) 0.0 Modulus of Subgrade Reaction 420 psi/in. Monday,March 14,2016 4:49:43PM Engineer: Fay Saremi,PE - 07 'Skip Navigation NOAA eather.90L -National Weather Service Weather Forecast Office Dallas/Fort Worth, TX • Home • Site Map • Dews } Organization • Search for: Q NWS 0 All NOAA Q Dallas/Fort Worth - Monthly and Annual Precipitation See note below concerning the following information Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual Yea r 2015 3.62 2.96 2.53 5.56 16.96 3.95 0.92 0.46 2.14 9.82 2015 2014 0.33 0.41 1.45 1.74 3.40 3.26 0.98 4.34 0.06 2.09 2.13 1.13 21.32 2014 2013 4.06 1.68 2.27 1.98 3.17 2.14 2.05 1.32 2.72 3.13 2.12 2.76 29.40 2013 2012 6.18 1.88 5.74 4.24 1.66 2.82 0.78 3.19 1.75 1.02 0.05 1.95 31.26 1 2012 2011 1.60 0.92 0.07 2.46 7.95 2.84 0.09 0.96 0.66 3.12 0.86 4.35 25.88 2011 2010 2.76 2.83 3.57 2.03 1.09 2.08 3.13 0.41 9.09 1.16 1.50 2.05 31.70 2010 2009 0.82 0.72 5.56 3.54 4.36 3.98 2.09 1.64 6.52 8.05 1.76 1.85 40.89 1 2009 2008 0.27 2.30 6.07 3.85 2.21 0.84 0.81 2.82 0.84 2.29 4.53 0.27 27.10 2008 2007 5.58 0.43 3.81 2.82 8.34 11.10 5.54 0.35 4.99 3.53 1.22 2.34 50.05 2007 2006 2.25 3.85 4.40 1.86 1.90 0.34 1.78 0.52 2.60 4.34 2.58 3.331 29.75 2006 2005 4.33 1.62 2.17 0.56 3.35 1.14 0.74 2.46 1.36 0.89 0.02 0.33 18.97 2005 2004 3.04 3.84 1.71 2.96 4.73 10.49 4.16 4.24 1.02 5.72 5.01 0.65 47.57 2004 2003 0.22 3.07 0.85 1.90 2.53 5.17 0.08 1.85 3.99 0.78 3.15 0.96 24.55 2003 2002 4.90 0.94 7.39 5.68 5.40 3.10 3.07 1.47 1.38 6.44 0.52 4.13 44.42 2002 2001 2.44 6.17 5.27 0.89 1 5.58 1.28 3.85 2.72 3.72 1.87 1.11 3.24 38.14 2001 Yea r Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual Yea r 2000 1.59 3.30 2.91 4.28 3.17 5.93 T 0.00 0.17 4.38 6.95 3.57 36.26 2000 1999 1.44 0.48 2.84 2.74 6.91 0.99 0.77 T 2.30 2.26 0.31 2.55 23.59 1999 1998 5.07 3.22 4.45 1.25 2.38 1.75 0.11 0.35 0.68 5.64 4.91 4.43 34.24 1998 1997 0.33 7.40 2.21 6.73 3.92 3.99 1.68 3.13 2.01 5.66 1.01 6.93 45.00 1997 1996 0.97 0.35 2.36 2.14 0.95 3.42 3.85 5.02 1.51 6.56 5.54 0.47 33.14 1996 1995 12.11 0.44 16.69 6.83 17.50 2.41 3.45 0.86 1.54 10.75 0.74 12.07 35.39 1 1995 1994 1.43 2.01 1.69 3.62 5.80 2.05 4.58 4.89 1.39 8.19 6.03 2.42 44.10 1994 1993 1.74 5.78 3.03 3.49 1.75 3.75 0.00 0.75 3.28 5.10 1.62 2.54 32.83 1993 1992 3.25 2.40 3.24 2.46 6.93 5.23 2.48 2.08 3.25 3.05 3.56 4.26 42.19 1992 1991 2.72 2.60 1.35 3.63 6.97 4.26 13.99 4.30 4.61 9.32 11.04 8.75 53.54 1991 1990 4.54 4.72 5.89 6.90 7.16 1.89 2.60 2.37 1.12 2.81 13.81 1.46 45.27 1990 1989 2.56 3.70 3.72 1.86 9.62 8.75 2.61 1.89 2.40 2.02 0.49 0.331 39.95 1989 1988 0.88 1.23 2.03 2.21 2.11 3.23 2.47 0.44 4.04 1.64 2.28 2.48 25.04 1988 1987 1.22 3.67 1.70 0.11 5.95 3.45 1.77 0.81 1.38 0.12 4.17 2.90 27.25 1987 1986 T 2.49 1.08 5.30 5.52 3.92 0.41 1.63 4.60 1.81 3.25 2.44 32.45 1986 1985 0.81 2.62 3.70 3.75 2.13 3.78 2.40 0.53 3.35 3.91 3.11 0.611 30.70 1985 1984 1.07 3.11 4.92 1.41 3.04 2.79 0.43 1.47 0.09 6.50 2.97 6.091 33.89 1984 1983 2.55 1.25 4.36 0.59 5.83 2.07 1.56 5.55 0.22 4.04 2.22 0.83 31.07 1983 1982 2.33 1.89 1.71 2.71 13.66 4.28 2.73 0.52 0.58 3.36 4.22 2.76 40.75 1982 �. 1981 0.58 1.44 3.39 2.69 6.24 7.85 1.81 2.321 2.40 14.18 1.53 0.17 44.60 1981 1980 2.52 0.84 1.24 2.23 3.01 1.25 0.71 T 6.54 1.08 1.23 1.43 22.08 1 1980 _ 1979 3.35 1.52 6.33 2.03 5.90 1.36 1.94 2.47 0.99 3.38 0.43 2.72 32.42 1979 1978 1.41 3.33 2.66 1.34 8.01 0.77 0.33 1.53 0.93 0.55 2.73 0.78 24.37 1978 1977 2.39 1.68 5.88 4.31 0.99 0.69 2.20 2.33 1.72 2.96 1.79 0.25 27.19 1 1977 1976 0.13 0.52 2.29 5.71 6.03 1.40 3.83 4.75 1 5.02 1 3.46 10.5011.991 35.63 1976 FebYear ]an Mar AprAug Sep Oct • Dec ,F 1975 3.34 3.72 1.67 3.40 6.88 1.95 5.06 0.30 0.87 T 0.42 1.49 29.10 1975 1974 1.79 1.01 0.80 2.51 6.00 5.44 0.67 4.19 6.04 5.93 3.32 1.93 39.63 1974 1973 3.26 1.92 2.28 6.06 3.18 5.88 11.13 0.01 7.16 6.85 2.06 0.83 50.62 1973 1972 11.09 0.26 0.10 3.251 2.35 1.50 0.591 0.81 2.421 6.89 2.36 0.61 22.23 1 1972 1971 0.19 1.32 0.34 2.761 1.88 0.83 3.60 5.70 3.24 7.64 1.77 6.99 36.26 1971 1970 0.72 4.78 3.49 4.68 3.62 0.61 0.94 6.85 6.25 2.95 0.20 1.01 36.10 1970 1969 1.26 1.99 3.62 3.40 7.12 0.63 0.77 2.56 4.55 5.82 1.22 2.75 35.69 1969 _ 1968 3.60 1.48 6.39 2.41 6.02 3.50 1.88 2.71 2.53 2.18 4.58 1.20 38.48 1 1968 1967 0.28 0.32 2.09 3.84 4.02 0.72 12.20 0.48 5.94 4.19 0.92 2.30 27.30 1967 1966 1.68 2.84 1.38 10.74 3.13 5.47 3.26 3.38 4.23 1.48 0.53 1.17 39.29 1966 1965 2.77 6.20 1.45 2.15 8.97 1.50 0.09 2.26 5.04 1.97 2.43 1.73 36.56 1965 1964 3.53 1.17 3.35 2.71 2.85 0.40 0.25 2.43 9.52 0.62 6.23 1.25 34.31 1964 - 1963 0.86 0.1510-48 6.20 2.52 0.57 2.28 2.73 1.70 0.23 1.29 1.45 20.46 1963 1962 1.00 2.01 1.80 5.66 1.58 6.94 6.36 3.22 3.79 4.15 3.93 0.99 41.43 1962 1961 3.29 2.20 2.95 2.23 1.06 5.93 2.32 0.02 2.92 2.82 2.72 2.12 30.58 1961 1960 2.29 2.16 0.74 11.67 1.89 1.72 3.96 2.76 1.25 1.82 0.49 4.22 24.97 1960 1959 0.36 1.61 2.31 0.92 3.27 5.27 3.27 0.93 2.40 9.22 1.74 2.84 34.14 1959 + 1958 1.70 0.84 5.49 8.63 1.50 0.67 3.69 3.64 5.10 1.07 2.26 1.09 35.68 1958 1957 1.72 1.77 4.18 12.19 12.64 3.96 0.65 0.12 3.23 3.53 4.72 1.78 50.49 1957 - 1956 1.34 2.54 0.11 3.12 3.83 0.88 0.38 0.23 0.23 1.20 2.61 2.08 18.55 1956 1955 1.17 2.01 2.15 1.94 6.58 4.99 0.64 1.00 3.68 0.20 0.59 0.21 25.16 1 1955 1954 2.08 0.73 10.66 3.62 14.38 1.20 10.24 0.81 1.46 12.35 1.24 10.78 19.55 1 1954 1953 0.54 1.34 2.52 4.82 3.55 0.55 0.97 1.09 1.68 14.27 2.09 1.32 24.74 1953 1952 0.58 1.12 1.39 6.51 3.21 T 0.56 0.44 0.54 0.01 5.84 2.49 22.69 1952 1951 1.39 2.42 1.33 2.27 4.60 4.12 2.22 0.47 1.84 1.62 1.00 0.091 23.37 1951 FebYea r Jan Mar Apr May Jun Jul Aug Sep Oct • Dec Annual Year 5.01 2.47 1.58 4.73 6.16 3.16 4.53 3.05 3.21 0.30 0.02 T 34.22 1950 1949 5.45 4.75 3.69 2.47 10.64 3.52 0.10 2.27 3.13 6.50 0.09 1.04 43.65 1949 1948 0.96 4.12 1.07 1.11 4.34 2.46 1.93 0.90 0.19 2.09 0.50 0.44 20.11 1948 1947 1.21 0.55 2.92 2.98 12.50 4.08 0.10 4.18 2.81 2.14 2.23 4.501 30.20 1947 1946 2.79 2.93 2.80 2.49 12.09 0.6510-90 6.84 2.69 1.31 6.50 3.401 45.39 1946 1945 1.92 6.96 6.19 2.87 1.81 4.12 3.07 0.62 2.17 2.31 1.13 0.55 33.72 1945 1944 2.58 4.81 1.30 2.70 6.42 0.76 2.52 2.65 0.80 2.53 3.82 3.60 34.49 1944 1943 0.20 0.51 4.05 1.63 7.83 3.93 0.73 T 17.31 0.73 0.51 3.32 30.75 1943 1942 0.39 0.64 1.37 16.97 2.85 3.23 0.62 4.69 3.82 6.18 0.92 1.59 43.27 1942 1941 1.45 3.42 1.52 3.52 2.02 7.12 1.49 2.71 1.28 3.68 1.08 1.88 31.17 1941 1940 0.59 2.00 0.40 5.97 7.15 7.30 2.86 2.16 0.68 1.47 6.35 4.72 41.65 1940 1939 2.66 2.42 1.64 1.48 2.54 4.04 2.02 1.44 0.12 0.55 2.72 0.681 22.31 1939 1938 2.74 4.57 3.89 3.03 2.80 1.61 2.16 0.11 0.78 0.11 1.17 1.261 24.23 1938 r 1937 1.71 0.30 3.88 0.58 1.001 5.74 1.93 1.02 0.32 3.55 4.39 5.31 29.73 1937 1936 0.67 0.45 0.63 0.99 9.48 0.03 2.35 0.23 7.30 3.72 0.46 1.84 28.15 1936 1935 3.70 3.29 1.40 3.06 9.15 7.22 0.89 0.70 3.61 4.01 1.65 2.26 40.94 1935 1934 1.86 1.67 4.26 2.39 0.82 T 10.08 0.13 4.90 0.12 2.30 0.56 19.09 1934 1933 1.96 2.47 2.18 1.57 4.67 0.03 5.70 2.25 4.94 1.24 0.66 2.13 29.80 1933 1932 9.07 4.92 0.63 3.43 6.03 3.04 2.07 2.92 10.80 1.66 1.56 4.90 51.03 1932 1931 1.79 2.84 4.20 1.97 2.42 2.43 0.44 3.38 1.25 3.39 2.78 2.73 29.62 1931 1930 0.84 1.08 2.86 2.37 10.371 1.87 0.37 3.12 1.19 7.96 1.71 2.08 35.82 1930 1929 2.08 2.78 1.39 2.06 5.83 0.20 0.43 T 2.29 2.12 1.50 0.41 21.09 1929 1928 0.46 3.53 1.10 5.70 3.77 11.58 4.24 2.13 0.45 4.15 1.97 5.50 44.58 1 1928 1927 11.45 1.77 2.19 13.66 0.44 3.33 1.53 0.80 4.00 4.47 0.58 2.59 26.81 1927 1926 14.04 0.08 3.60 13.73 3.79 3.32 4.13 4.39 1.41 3.16 0.73 3.03 35.41 1 1926 FebYea r Jan Mar Apr May Jun Jul Aug Sep Oct • Dec -. 1925 1.44 0.74 0.02 3.59 8.11 0.29 0.98 0.40 1.79 3.77 2.05 0.04 23.22 1925 1924 0.89 1.97 4.66 2.33 4.00 1.25 0.96 3.77 3.78 T 1.60 1.23 26.44 1924 1923 4.60 2.05 1.52 5.30 0.54 6.74 0.99 1.68 2.06 6.05 1.63 4.68 37.84 1923 1922 1.63 2.00 1.57 17.64 4.58 1.76 1.35 0.52 0.41 2.33 2.57 0.06 36.42 1 1922 1921 2.87 2.62 2.67 1.99 1.04 2.63 1.14 0.95 0.11 0.31 1.24 0.34 17.91 1921 1920 3.48 0.76 4.42 0.51 8.66 2.33 3.49 4.22 2.76 6.52 1.70 1.31 40.16 1920 1919 3.03 2.03 3.34 2.06 3.99 3.72 5.25 5.00 4.12 9.44 3.32 0.44 45.74 1919 1918 1.36 0.01 0.93 6.21 1.99 5.16 1.10 0.29 2.09 3.31 17.94 4.08 34.47 1918 1917 1.43 1.47 2.42 4.11 3.92 1.97 2.65 1.92 2.41 0.17 1.35 0.05 23.87 1917 1916 4.01 0.01 3.68 6.99 3.70 3.30 1.38 3.84 0.73 1.89 1.82 0.11 31.46 1916 1915 i 1.32 i 2.18 1.40 4.98 1 2.49 6.88 0.30 10.33 1.62 2.58 0.29 1.99 36.36 1 1915 1914 10.43 1.17 2.89 5.99 10.71 2.97 0.73 19.02 1.61 0.28 6.44 4.40 46.64 1 1914 1913 2.30 0.87 1.04 2.47 2.74 3.03 4.36 T 7.29 2.28 5.90 5.42 37.70 1913 1912 0.17 1.22 3.34 3.20 2.71 4.26 0.27 6.56 0.83 1.51 0.33 1.95 26.35 1912 1911 0.21 3.84 1.87 3.33 0.22 0.43 6.26 2.39 1 1.38 0.99 1.05 5.061 27.03 1911 1910 1.36 1.14 1.02 2.65 5.76 1.38 0.14 0.26 2..21 0.68 0.14 1.23 17.97 1910 1909 0.09 0.11 0.41 1.66 1.09 2.97 0.02 2.38 2.08 2.20 5.11 2.81 20.93 1909 1908 0.96 2.45 2.95 9.63 10.69 2.90 2.66 2.74 3.52 4.49 2.05 0.03 45.07 1908 1907 0.51 1.90 0.70 1.31 6.53 2.22 4.15 0.29 1.92 3.01 5.81 2.18 30.53 1907 1906 0.93 2.08 1.99 2.56 8.24 4.13 2.56 4.98 4.16 0.91 2.19 1.221 35.95 1906 1905 1.52 1.93 3.39 7.73 5.45 2.69 8.35 0.56 0:83 4.21 3.19 3.60 43.45 1905 1904 1.30 1.79 4.01 2.21 3.86 5.42 2.15 3.26 2.63 5.29 0.02 0.36 32.30 1904 1903 1.83 5.07 2.03 0.59 1.84 4.84 1.84 1.57 2.70 4.53 0.00 0.30 27.14 1903 1902 0.42 0.36 3.80 1.81 4.31 0.58 6.29 T 2.40 1.40 6.89 1.05 29.31 1902 1901 0.08 1.59 1.57 2.04 4.50 0.33 1.99 1.29 1.67 1.90 2.10 0.59 19.65 1901 } 1900 0.70 0.12 0.73 7.34 6.58 0.84 5.90 1.43 9.12 3.22 0.56 0.35 36.89 1900 1899 1.24 0.210.32 2.32 2.01 2.78 1.66 0.02 1.02 1.49 3.06 1.98 18.11 1899 _ 1898 0.29 1.59 1 1.42 2.70 NA 1898 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual Year While the climate record for DFW is considered continuous, the precipitation totals are actually recorded from the following locations... - 1. 1898-1940: Downtown Fort Worth 2. 1940-1953: Fort Worth Meacham Field - 3. 1953-1974: Greater Southwest International Airport 4. 1974-present: Dallas/Fort Worth International Airport tQp IS • National Weather Service • Dallas/Fort Worth, TX Weather Forecast Office • 3401 Northern Cross Blvd. • Fort Worth, TX 76137 • 817.429.2631 • Page Author: FWD Webmaster • Web Master's E-mail: sr-fwd.webmaster(d)noaa.goy • Page last modified: November 2nd 2015 7:00 PM • Disclaimer • Credits • Glossary • Privacy Policy About Us • Career Opportunities f 4 ■ ■ ROADBOND EN 16 Patented Soil Stabilizer l-a"in the Lsola— Proven in the Field" � a w , Submittal Distributed by: Roadbond Service Co, P.Q.Box 544 Talar,TX 76476 RoadbondSoilxom Copyrighted material.No partio of this book may be reproduced without written permission from C.S.S.Technology,Inc. VN ROADBOND EN V SOIL STABILIZER + ROADBOND EN 1 TM is a chemical soil stabilizer that may be used in lieu of lime to stabilize clay subgrade soils. The advantages over lime are a 60% savings in material cost and it is placed, mixed, compacted and finished in one operation without the need to remix, as with lime. Many projects are placed and paved in less than 5 days! In addition,this product is not adversely affected by high sulfates in the soil. ROADBOND EN 1TM has been used successfully for over 23 years on hundreds of projects to stabilize clay subgrade soil and road base material. Numerous lab reports and many field trials attest to the effectiveness of ROADBOND EN 1 TM. - The Texas Transportation Institute in "Research Report 3929-1" determined it to be highly effective in strengthening clay soils, in providing a working table for construction during adverse weather and reducing the swell potential of the clay soil. Other independent tests conclude that ROADBOND EN 1 TM: • Increases the strength of treated soil and the strength continues to improve over time • Reduces the permeability and lowers the swell potential of treated soil • Increases the dry weight of treated soil Moreover, ROADBOND ENI TM is a Green Product. Installation requires much less fuel and water than conventional stabilizers and a major component of ROADBOND EN IT-'is a by-product of the citrus industry. Additionally,the production of ROADBOND EN IT-,: • Does not involve mining, hauling, crushing or washing material • Does not involve kilns or high energy burning • Does not produce any greenhouse gases or heavy metals _ • Does not produce any POP'S (Persistent Organic Pollutants) • Does not produce particulate emissions during manufacture or installation For more information about ROADBOND EN 1 TM Patented Soil Stabilizer, including project videos and detailed technical reports,please visit www.RoadbondSoll.com. GREEN Wo"' PRODUCT P.O.Box 549 Phone:(817)613-7095 Jacob(d,RoadbondSoll.Coll Tolar,TX 76476 Fax:(254)835-5297 RoadbondSoil.com �N " ROADBOND EN V 1 SOIL STABILIZER INSTALLATION SPECIFICATION ROADBOND EN ITM Soil Stabilizer LIQUID STABILIZER. .R TREATM NT FOR SUBGRADE SOILS 1. DESCRIPTION: This item shall govern for treatment of new and or existing subgrade material by pulverizing, adding the liquid stabilizer(ROADBOND EN 1 TM or approved equal), and mixing and compacting the mixed material to the required density as specified herein and in r conformity with the typical sections, lines and grades as shown on the plans or as established by the Engineer. 2. MATERIALS: A. The liquid stabilizer treatment: ROADBOND EN 1 TM or approved equal is applied to Y subgrade soils for reduction of permeability, moisture susceptibility and swell and to improve strength and stiffness. When applied within the manufacturer's parameters for application, dilution,moisture control,processing, compaction and curing the stabilizer shall improve the shear and bearing strength as well as reduce the moisture susceptibility of soil and aggregate materials. Upon request, the supplier must be able to provide independent laboratory test reports from a certified analytical laboratory experienced in environmental acceptability testing documenting tests performed on product samples of the liquid stabilizer products. B. Water. Water shall meet the requirements of Item 2.2.4 Standard Specification for Public Works Construction(NCTCOG) C. Water Truck: Water truck may or may not be equipped with an agitator, but shall be capable of even water flow and uniform distribution over the area to be mixed. D. Product Delivery:,ROADBOND EN 1 TM or approved equal shall be delivered, stored and handled in closed, weatherproof containers until immediate distribution on the road. Materials must be stored in covered storage that is well ventilated with adequate protection from theft, flooding or damage. If storage bins are used, they are to be completely enclosed. Insure that the manufacturer's safe handling and mixing instructions are followed without exception. 3. CONSTRUCTION METHODS: A. Preparation of Subgrade. Prior to treating existing material and/or placing any new material,the existing material shall be shaped to conform to the typical sections, as shown on the plans or as established by the Engineer. This work shall be done in accordance with the applicable bid items. Before pulverizing or scarifying an existing material,when shown on the plans or when directed by the Engineer, the Contractor shall proof roll the roadbed in accordance with special provisions Item 4.2 (A). Soft spots shall be corrected as directed by the Engineer. P.O. Box 549 Phone:(817)613-7095 Jacob(k;RoadbondSoil.con) Tolar,TX 76476 Fax:(254)835-5297 RoadbondSoil.com V- N' ROADBOND EN 1° SOILSTABILIZER When the Contractor uses a reclaimer and/or pulverizing machine that will process the material to the plan depth,the contractor will not be required to excavate to the secondary grade or windrow the material. This method will only be permitted if equipment is provided that will insure the material is cut uniformly to the proper depth and which has cutters that will plane the secondary grade to a uniform surface over the entire width of the cut. The machine shall provide a visible indication of the depth of the cut at all times. If the Contractor's equipment will not meet plan depth for cutting and pulverizing,then he/she shall be allowed to windrow in order to expose the secondary base or subgrade for proper cutting and pulverizing. B. Pulverization: Prior to treatment of new or existing subgrade,materials shall be pulverized to prevent run-off and to facilitate even distribution of the diluted ROADBOND EN 1TM or approve equal. The liquid stabilizer shall be applied to the r subgrade material at a plan depth per lift and rate of application as recommended by the manufacturer,provided the equipment used in preparation,mixing and compaction adequately completes each phase of construction. _ C. Moisture Tolerances: Unless otherwise approved by the Engineer,the ROADBOND EN 1TM or approve equal shall not be installed when soil moisture content measures in excess of optimum moisture content(+3%) (ASTM D 698) as measured by Test Method ASTM D2216 or ASTM D 3017. If the soil moisture content is above the maximum accepted limit, the soil shall be re-mixed and air-dried(aerate)to reduce the moisture content to within tolerances. D. ARplication Method: The ROADBOND ENI TM or approve equal shall be applied to the subgrade materials as shown on the plans. Should the plans require a depth greater than a maximum lift of ten(10")inches,the contractor shall be required to work the subgrade material in multiple lifts, unless otherwise directed by the Engineer. E. ApIllication Preparation: Clean existing base material and pavement surface of all foreign(i.e. loose dirt, organic material),unstable and objectionable material by means of blading, sweeping and/or other approved methods prior to scarifying and/or initial pulverization. The diluted ROADBOND EN 1TM or approve equal may be applied directly on the existing material after pulverization is complete and accepted by the Engineer. F. Dilution Ratio and Distribution: The ROADBOND EN 1TM concentrate shall be diluted with water in the water truck at a ratio of not less than 100 to 1 or more than 300 to 1. The ROADBOND EN 1 TM solution shall then be evenly distributed over the intended area to be mixed in such a manner as to assure even,uniform coverage. (The dilution ratio shall be adjusted to control the moisture content in the mixed material and is not to be confused with the application rate. The application rate is the correct amount of concentrated ROADBOND EN 1TM,properly diluted, added to the base and/or subgrade material. The dilution ratio is the amount of water used to evenly distribute the correct amount of ROADBOND EN 1TM over the area to be mixed. Once diluted, the P.O.Box 549 Phone:(817)613-7095 Jacob(a RoadbondSoll.com Tolar,TX 76476 Fax:(254)835-5297 RoadbondSoil.com • '• R VNROADBOND EN V SOIL STABILIZER stabilizer solution shall be applied to project materials the same day. Overnight storage will not be permitted, unless approved by the Engineer. Multiple passes by the water truck laden with the ROADBOND EN 1 TM solution may be required to insure the proper amount of stabilizer is applied to the area to be mixed. y (Refer to manufacturer's application rate). The ROADBOND EN 1TM shall be applied only on the area where installation operations can be completed during the same working day. The Contractor shall take precautions when application occurs on uneven or sloping terrain to avoid excess runoff of the ROADBOND EN 1 TM down slopes and/or through the channels in the soil created by the equipment. G. Mixing:,The subgrade material and the liquid stabilizer shall be thoroughly mixed by _ equipment approved by the Engineer. Mixing shall begin when no more than one-half (1/2)of the required diluted ROADBOND EN 1TM has been evenly placed on the section to be treated. When one pass with the approved mixer over the section is completed,the _ remaining diluted ROADBOND EN 1TM shall be placed and the mixing shall continue until the treated material reaches a homogenous mixture and the proper moisture content is achieved. To reduce evaporation, mixing shall not be delayed longer than one (1)hours from the time of initial distribution of the diluted ROADBOND EN 1 TM solution. If the temperature exceeds eighty(80)degrees F., then this window is reduced to thirty(30) minutes. H. Compaction: At all times the shape of course shall be maintained by blading and the surface upon completion shall be smooth and in conformity with the typical sections, lines and grades as shown on the plans or as established by the Engineer. Compaction of the mixture shall begin immediately after mixing;pulverization and compaction moisture content requirements are met. Initial compaction must be achieved with a vibratory pad-foot roller. A steel-wheel, flat- wheel or pneumatic roller shall not be used to achieve initial density, but the same may be used for Finishing. Curing. The material shall be sprinkled as necessary to provide the required optimum moisture content. Compaction shall begin at the bottom and shall continue until the entire depth of mixture is uniformly compacted to the density required by the plans or the methods provided to the governing specifications. All other subsequent courses treated under this item shall be compacted to a minimum of 95 percent of compaction ratio density at a moisture content between—1 and+2% of OMC. The testing will be outlined in Test Method ASTM D698 or other approved methods. In addition to the requirements specific for density,the full depth of the material shown on the plans shall be compacted to the extent necessary to remain firm P.O. Box 549 Phone:(817)613-7095 Jacob(d.RoadbondSoil.eom Tolar,TX 76476 Fax:(254)835-5297 RoadbondSoil.com VENROADBOND EN V SOIL STABILIZER and stable under construction equipment. After each section is completed, tests as necessary will be requested by the Contractor. If the material fails to meet the density requirements, it shall be reworked as necessary to meet these requirements. Throughout this entire operation the shape of the course shall be maintained by blading, and the surface upon completion shall be smooth and in conformity with the typical section shown on the plans and to the established lines and grades. Should the material, due to any reason or cause, lose the required stability, density and finish before the next course is placed or the work is accepted, it shall be reprocessed and refinished at the expense of the Contractor to include retesting of all failures. I. Finishing. Curing: All placing, compacting, and finishing operations shall be completed within the guidelines set forth in Section 3 Construction Method of this specification. After compaction and within twenty-four(24)hours of placement, the surface shall be finished to grade and section by blading and shall be sealed with approved pneumatic or other suitable roller as approved by the Engineer. The complete section may then accept a surfacing as detailed elsewhere. After finishing the section and prior to placement of the base course and/or surfacing as detailed elsewhere, the finished section shall be sprinkled with plain water as needed to maintain Optimum Moisture Content and to prevent cracking of the finished surface. , J. Reworking a Section: When a section is reworked within forty-eight(48) hours after completion, the Contractor shall at its own expense purchase more ROADBOND EN 1TM and reapply at the rate of one-half(1/2)of the original application rate to the affected area. However,the dilution ratio shall not exceed 200 to 1 and the Contractor shall mix and compact the material according to the specifications of the original application. If the plans provide for the treated material to be sealed or covered by other courses of material, such seal or course shall be applied within 3 days after compaction and testing, unless otherwise directed by the Engineer. 4. JOB CONTROL AND TOLERANCES: A. Densill Control: The ROADBOND EN 1TM applied to the base and/or subgrade material shall follow the standard density test methods ASTM D698 or as directed by the Engineer. If the material fails to meet the density requirements or should the material loose the required stability, density or finish before the next course is placed or the project is accepted, it shall be reworked as set forth in Section 3.J of this specification. B. Density Tolerances: The Engineer may accept the work providing that not more than one (1)of the most recent five (5) consecutive density test performed is below the specified density and provided that the failing test is no more than 80.74 lbs/CY below the specified density. P.O.Box 549 Phone:(817)613-7095 Jacob(t(AoadbondSoil.com Talar,TX 76476 Fax:(254)835-5297 RoadbondSoil.com WNEROADBOND EN V SOIL STABILIZER Thickness Tolerance of Treated Subgrade: At no time during the mixing process shall the Contractor increase or decrease the depth of the subgrade section as detailed on the plans without the approval of the Engineer. If any deviation should occur,that section shall be reworked according to construction operations and testing described in section 3 J 5. MEASUREMENT: This item will be measured as follows: Liquid Stabilizer Products will be measured by the gallon Liquid Stabilizer Treatment will be measured by the square yard of the depth specified to the lines and grades shown on the typical sections. 6. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement'will be paid for as follows: "Liquid Stabilizer"will be paid for at the unit price bid per gallon. This pricing shall be full compensation for furnishing all the liquid stabilizer products. "Liquid Stabilizer Treatment"of the depth specified will be paid for at the unit price bid per square yard. This pricing shall be full compensation for shaping existing material,loosening, mixing,pulverizing, spreading, drying, testing, applying stabilizer treatment, dilution water for the stabilizer treatment, compacting, curing including curing materials, shaping and maintaining, processing,hauling, reworking if required,preparing secondary subgrade, and for all mixing water,tools, equipment, labor, and incidentals necessary to complete the work. Payment for the preparation of the subgrade will be measured and paid for in accordance with the pertinent stabilized base and base course bid items. Measurement and payment for all items involved in constructing base or subgrade courses, including sprinkling and rolling, compaction will be as provided in the governing base or subgrade item as indicated above in payment. 1 I P.O.Box 549 Phone_(817)613-7095 Jacob(a.RoadbondSoil.com Tolar,TX 76476 Fax:(254)835-5297 RoadbondSoil com • * • M • 9 T N ROADBOND EN V 1 SOIL STABILIZER ROADBOND EN 111M APPLICATION RATES RFOUIREMENT : ROADBOND EN 1TM shall be stored and handled in closed,weatherproof containers until immediate distribution on the road. ROADBOND EN 1 TM materials must be stored in covered storage and well ventilated with adequate protection from flooding or damage. r For mixing ease and safety round up to the nearest 5 gallon increments (i.e. 72 gallons up to 75 gallons). Follow strict application instructions. Depth - Road Width 6" in Depth 8" in Depth 10" in in Feet i000 *.0093 GAJSY 20'wide road 66 gallons per mile 88 gallons per mile 109 gallons per mile 22'wide road 73 gallons per mile 97 gallons per mile 120 gallons per mile 24'wide road 79 gallons per mile 106 gallons per mile 131 gallons per mile 26'wide road 85 gallons per mile 115 gallons per mile 142 gallons per mile 28'wide road 92 gallons per mile 124 gallons per mile 153 gallons per mile 30'wide road 99 gallons per mile 132 gallons per mile 163 gallons per mile Square yards treated/gallon 180 square yards 135 square yards 108 square yards Square yards treated/gallon (when using CTB) 171 square yards 128 square yards 103 square yards **Use 5%more ROADBOND EN 1TM than the chart calls for when treating Cement Treated Base. (Calculate 28.5 cubic yards per gallon) ***Application rate per square yard= ! Length (ft.) x Width (ft.) x Depth (in.) _9720 = Total Gallons For more information contact: Jacob Hutchings Roadbond Service Company 817.613.7095 cell 254.835.4507 office Jacob(&RoadbondSolI.coin P.O. 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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 or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1 st tier, a payment by a subcontractor to its supplier is considered 2nd tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. 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 Offeror 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-operated, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees-and commissions earned by the MBE as outlined in the lease agreement. ] "--OV-17 PO?_ :55 1 °1 Rev.2/10/15 FORTWOitTH ATTACHMENT 1A Page 2 of 4 Offerors 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. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name 7 n Detail Detail Address i Subcontracting Supplies Dollar Amount Telephone/Fax e B B M Work Purchased Email r E E Contact Person E �.Mc[Dan;e7'rkc,-1 ► q"v,5 GAiorn vviv-e �-Ia�l 150, UUQ 04405 ¢fix,(ineVSLPI�o,r ,r5 -1519 0"'OY00404 l I •Kennedalp Tic ❑ �� '7(oD � (�0, ► (d� ► rI3 g C,R. LA S 7 to �)b • 06 1� ac,t�4 f ,'T y �� -, tvA I ❑ t R;��K•e� 1�a�eY'�gls �i pe�`�;� , G-A ❑ ❑ �► � �g3 Ua1veS re,* ma�yl ;pet P, pe 11 Oil LAAYom Of, ; � oa ❑ ❑ Vail vis ,:;LAKSQ a n - 1�58b pco') P� C-l-10toI + DD,1\as . 1 ❑ ❑ -2aso- 0 Rev.2/10M5 FO TWORT ATTACHMENT 1A Page 3 of 4 Offerors 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. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER o Company Name T n Detail Detail Address i Subcontracting Supplies Dollar Amount Telephone/Fax e B B M Work Purchased Email r E E e Contact Person E �'ws5�oa-d CP –rvq4C ec, ry (SI Z�L3y-o��a u W -nu m f Y1a n W Ma nY►o� HA2 0 . )S+S4. C-OcAkrt '101— `1 I d iv �4g �� dig 11r� 00 ,r► �y ,rtx7 i ❑ ❑ 0neS �r >wS>( a v.r�o� �J �� !t40 °IN�e. (P00 I El ❑ !06kccc� X13 1�xQRIIPt>1% �a qvm TV) `f corms. Fob... L000", ;arc I El ^ '75 Rev.2/10/15 FORT WORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ Q Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ I 1 !` I h9 o Q00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ I C3�� 0 8::),00 The Offeror 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 o 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 Offeror 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 Offeror 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. '4�4'111J b-ft 4 B rot, uaa '► nC Authorized Signature Printed Signature U1.1i � tle ntect Na e/Title(if different) Company Name T1el_ephhone and/or Fax Address E-mail Address ity/State/zip Date Rev.2/10/15 ..:..��, a �,,>e. �` a �.S.. Y. ATTACHMENT 1B FORT WORTH Page 1 of 1 City of Fort Worth x r Minority Business Enterprise Specifications / v Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: I NON-M WiDBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 17 % % If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO,then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 a.m.,on the second City business day after bid opening,exclusive of the bid opening date,will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO 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)on this contract, the payment thereof and any proposed changes to the original MBE(s) 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 by the MBEs 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 contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one(1)year. Authorized Signature Printed Signature Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address City/Stateop Date Rev.2/10/15 ATTACHMENT 1C Page 1 of 4 FORT WO RT IF] City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe PROJECCT sQ r � I�� � Ly Offeror te\ BID DATE QynQ � e ` 11.x./1 � � ge) a�-�r°�' { NON M/W/DBE 14 o—Av2n u. I-V D p City's MBE Project Go I: Offeror's MBE ProjectCommitment: PROJECT NUMBER [Ifthe Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this rm. 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. EFailureo complete this form, in its entirety with supporting documentation, and received by theing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusiveening 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 5yisoeaion 0 U n e 4? 1 La nd s - &� w aP �P► � 4� 1 - 4a.� o -T- , 12 e r al Rev.2/10/15 ATTACHMENT 1C Page 2 of 4 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. ✓Yes Date of Listing No 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? ✓ 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? Yes (If yes,attach list to include name of MBE firm, ea rson 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? 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" _zNo documentation may render the GFE non-responsive.) 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? VatYes (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"undelive le message"documentation may render the GFE non-responsive.) .P J ,�QQ 0,—MNo 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 least 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. NOTE: 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.) D' you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist too MBEs? Yes No Rev.2/10/15 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (If yes,attach all copies of quotations.) �NO 10.) lyas the contact information on any of the listings not valid? ,/Yes (If yes,attach the information that was not valid in order for the M/WRF Office to address the corrections neende^d..), 'P•�(..� /�n p � ^ �, n� — No �-Y�lt�.�t�sv► r(��+x-�-�� l���l�Jvcc�C �-�.X.— -- � 11.)Submit documentation if MBE quotefwere rejected. The documenta�Suj�sMhould bei th 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 an 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 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. T�fl MbL n1A oj�<, We-,fQ fec9- Ws i n I' — T' �F' TT i 4 ��Osoemlz)rl Nsa)Q L�- ?0t Q , S vi P - S ,c' The f eror further agrees ees 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 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. Rev.2/10/15 t F, J 4 ^�; � 'Y': ATTACHMENT IC Page 4 of 4 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 IC will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signat r Printed Signature Title Contact Name and Title(if different) c &qsi(a (A LP ( 1n-534- 174-', SI-7-f 3y-`Y551 Company Name Phone Number Fax Number 6 A--),r (�, C�,,tA,SA(QQ+ b cc)c-V-t(-pY-O+Se C6o�j s-f Yu C� Address Email Address City/State/Zip Date Rev.2110115 )\-,/A Joint Venture FORT WORTH Page 1 of 3 CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered;use"NIA"if not applicable Name of City project: A joint venture form must be completed on gKk project RFP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm Non-MBE firm name: name: Business Address: Business Address: City,State,Zip: City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non-MBE: Rev.2/10/15 Joint Venture Page 2 of 3 3.What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4.Attach a copy of the joint venture agreement. 5.List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions,including equipment: Other applicable ownership interests: 6.Identify by name,race,sex and firm those individuals(with titles)who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating ----------------------------------------------------- b. Marketing and Sales ------------------------------------------------------------- c. Hiring and Firing of management personnel -------------------------------------------------------------- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's MMBE Office immediately for approval. 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 City's BDE Ordinance. Rev.2/10/15 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore,the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books,records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. -- ------------------------------------------------------------------------------- Name of MBE firm Name of non-MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of ,20 ,before me appeared and to me personally known and who,being duly sworn,did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (Seo[) Rev.2/10/15 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is$50,000 or more,then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. OF MBE PROJECT GOALS The City's MBE goal on this project is 17 %of the base bid value of the contract Note: If both MBE and SBE subcontracting goals are established for this project,then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise 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. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, 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 purchasing division and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated A faxed and/or emailed copy will not be accepted 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date,exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date,exclusive of the bid opening date. 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: I after the bid opening date,exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the M/WBE Office at(817)212-2674. Rev.2/10/15 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: LJ NON-MM/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 17 % % 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 Purchasing Division no later than 2:00 p.m. on the second City business day 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 or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson. Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1s'tier, a payment by a subcontractor to its supplier is considered 2nd tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. 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 Offeror 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-operated, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev.2/10/15 FORTWORTH ATTACHMENT 1A Page 2 of 4 Offerors 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. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies Telephone/Fax e B B M Work Purchased Dollar Amount Email r E E B Contact Person E El El E] El E Rev.2/10/15 F FOR_,T WORTH ATTACHMENT 1A Page 3 of 4 { Offerors 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. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax ' B B B Work Purchased Email E E Contact Person E El El El El _. El Rev.2/10/15 FORT WORTH 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 $ The Offeror 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 o 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 Offeror 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 Offeror 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. Authorized Signature Printed Signature Title Contact Name/Title(H dffferent) Company Name Telephone and/or Fax Address E-mail Address C"tatelzip Date Rev.2/10/15 T ATTACHMENT 1 B i FORT WORTH Page 1 of 1 City of Fort Worth _ Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 17 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if bath answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 p.m., on the second City business day after bid opening, exclusive of the bid opening date,will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project,this is your normal business practice and provide an inventory profile of your business. NO 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)on this contract,the payment thereof and any proposed changes to the original MBE(s) 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 by the MBEs 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 contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one(1)year. Authorized Signature Printed Signature Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address City/Stateop Date T Rev.2/10/15 ATTACHMENT 1C Page 1 of 4 Fol WORTH City of Fort Worth _ Minority Business Enterprise MBE Good Faith Effort Form _ OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: MNV/DBE NON-M/W/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 17 % % If 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 received by the Purchasing Division no later than 2:00 p.m. on the second City business day 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 Rev.2/10/15 ATTACHMENT 1C Page 2 of 4 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. Yes Date of Listing No 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? 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? Yes (If yes,attach list to include name of MBE firm, ep rson 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? 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? 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 least 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. NOTE: 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 No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev.2/10/15 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (If yes,attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? 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 an 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 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. 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 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. Rev.2/10/15 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBEs) listed was/were contacted in good faith. It is understood that any MBEs) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Printed Signature Title Contact Name and Title(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2/10/15 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH .. MBE Joint Venture Eligibility Form All questions must be answered;use"NIA"if not applicable. Name of City project: A joint venture form must be completed on suh project RFP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm Non-MBE firm name: name: Business Address: Business Address: " City,State,Zip: City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non-MBE: Rev.2/10/15 Joint Venture Page 2 of 3 3.What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4.Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions,including equipment: Other applicable ownership interests: 6.Identify by name,race,sex and firm those individuals(with titles)who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating --------------------------------------------------------------------------------------------- r b. Marketing and Sales ------------------------------------------------------------- c. Hiring and Firing of management personnel ----------------------------------------------------- -------- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/WBE Office immediately for approval. 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 City's BDE Ordinance. Rev.2/10/15 Joint Venture Pa e3of3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. .- The undersigned agree to permit audits, interviews with owners and examination of the books,records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. ------------ ------ --------------------------------------------------------------------------------------- Name of MBE firm Name of non-MBE firm Printed Name of Owner Printed Name of Owner = Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization ' State of County of On this day of ,20 ,before me appeared and to me personally known and who,being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Rev.2/10/15 GC-6.07 Wage Rates CITY OF FORT WORTH Kimbo Road STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project 02661 Revised July I,2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher,Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter, Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator,3 CY or Less $ 13.69 Front End Loader Operator,Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. 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